1998 dynamic modelling of water quality for a water supply

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University of Wollongong Research Online University of Wollongong esis Collection University of Wollongong esis Collections 1998 Dynamic modelling of water quality for a water supply reservoir Pei Sun University of Wollongong Research Online is the open access institutional repository for the University of Wollongong. For further information contact Manager Repository Services: [email protected]. Recommended Citation Sun, Pei, Dynamic modelling of water quality for a water supply reservoir, Doctor of Philosophy thesis, Department of Civil, Mining and Environmental Engineering, University of Wollongong, 1998. hp://ro.uow.edu.au/theses/1284

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Page 1: 1998 Dynamic modelling of water quality for a water supply

University of WollongongResearch Online

University of Wollongong Thesis Collection University of Wollongong Thesis Collections

1998

Dynamic modelling of water quality for a watersupply reservoirPei SunUniversity of Wollongong

Research Online is the open access institutional repository for theUniversity of Wollongong. For further information contact ManagerRepository Services: [email protected].

Recommended CitationSun, Pei, Dynamic modelling of water quality for a water supply reservoir, Doctor of Philosophy thesis, Department of Civil, Miningand Environmental Engineering, University of Wollongong, 1998. http://ro.uow.edu.au/theses/1284

Page 2: 1998 Dynamic modelling of water quality for a water supply
Page 3: 1998 Dynamic modelling of water quality for a water supply

DYNAMIC MODELLING OF WATER QUALITY FOR A WATER SUPPLY

RESERVOIR

A thesis submitted in fulfilment of the

requirements for the award of the degree

Doctor of Philosophy

from

UNIVERSITY OF WOLLONGONG

by

PEISUN, B.E.,M.E.

Department of Civil, Mining and Environmental Engineering

1998

Volume 2

(Appendixes)

Page 4: 1998 Dynamic modelling of water quality for a water supply

ii

Volume 2 (Appendixes)

APPENDIX A FLOW CHART A-l MAIN PROGRAM: A-2 SUBMODEL OF THERMAL STRATIFICATION A-4 SUBMODEL OF DISSOLVED OXYGEN A-6 SUBMODEL OF FE AND MN A-8

APPENDIX B : COMPUTER PROGRAM B-l OUTLINE OF THE MAIN PROGRAM B-l OUTLINE OF SET UP OF THE COMPUTATION B-10

OUTLINE OF THE PROGRAM RESMOD-HD B-14 OUTLINE OF THE PROGRAM RESMOD-ST B-19 OUTLINE OF THE PROGRAM RESMOD-DO B-25 OUTLINE OF THE PROGRAM RESMOD-FEMN B-33

OUTLINE OF THE PLOTTING PROGRAM B-37

APPENDIX C TOPOGRAPHY DATA OF AVON LAKE C-l TAB LE C-1 GEOMETRIC DATA OF THE CROSS SECTION AT THE DAM WALL OF AVON LAKE C-1

TABLE C-2 LONGITUDINAL SECTION DATA OF AVON RESERVOIR C-1

TABLE C-3 DATA OF ELEVATION-AREA AND VOLUME FOR AVON RESERVOIR C-2

APPENDIX D CLIMATE DATA AT AVON AND WOLLONGONG D-l TABLE D-1 CLIMATE DATA AT AVON D-1

TABLE D-2 WIND SPEED DATA AT THE AVON DAM AND WOLLONGONG D-9

APPENDIX E MEASUREMENTS OF OUTFLOW AT THE AVON RESERVOIR E-l

TABLE E-1 DISCHARGE RATES FROM THE AVON DAM RELEASE AND WITHDRAWAL RATES FROM THE

UPPER AVON PUMPING STATION E-1

APPENDIX F MEASUREMENT DATA OF WATER QUALITY AT AVON RESERVOIR F-l WATER TEMPERATURE, PH, DISSOLVED OXYGEN F-l

DAVl F-l DAV6 F-15 DAY12 F-23 DAV7 F-33 DAV9 F-43 DAVl 3 F-47

CHL-A F-52

DAVl F-52 NH4-N. NOx AND TKN F-52 DAVl F-52 DAV7 F-57 DAV6. DAV12andDAV14 F-63

APPENDIX G MEASUREMENTS OF FE AND MN CONCENTRATIONS AT AVON RESERVOIR G-l DAVl G-l DAV6 G-2 DAV12 G-3 DAV7 G-5 DAV9 G-7 DAVl 3 G-8 DAV14 G-10

TABLE G-1 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAVl G-1

Page 5: 1998 Dynamic modelling of water quality for a water supply

Ill

TABLE G-2 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV6 G-2 TABLE G-3 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV12 G-3 TABLE G-4 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV7 G-5 TABLE G-5 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV9 G-7 TABLE G-6 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV13 G-8 TABLE G-7MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV14 G-10

Page 6: 1998 Dynamic modelling of water quality for a water supply

Appendix A Flow Chart A-l

Appendix A FLOW CHART

The flow chart displays the basic structure of RESMOD and sequence of computations

graphically. It allows user to easily follow his F O R T R A N code. However, many of the

aspects involved in the detailed computation basis are only apparent through a detailed

examination of the code itself

The central task in the solution is the calculation of inflow rates, following with

evaluation of the circulation field and water temperature, concentrations of dissolved

oxygen, total and filterable Fe, total and filterable M n . The compute sequence is

repeated in order to step the computations through the time. This integration sequence

is thus a representation of the time-varying nature of the water body simulation problem.

The program consists of three parts, the setup of the computer code, the integration

through time, and termination. The computation of hydrodynamics (estimation of

inflow rates and vertical velocities) and constituent concentrations (temperature,

dissolved oxygen, total Fe, filterable Fe, total M n and filterable M n ) is the major

component of the integration.

Page 7: 1998 Dynamic modelling of water quality for a water supply

Appendix A Flow Chart

A. MAIN PROGRAM:

A-2

Begin

Input information of lake geometry,

meteorological data,

loads of daily discharge and withdrawal

Read number of Julian date Julian date, I

Determine the number of layers

Control element J = 1

Determine the vertical velocity between two adjacent layers

Determine eddy coefficients

Call submodel of thermal stratification

Call submodel of dissolved oxygen

Call submodel of Fe and M n

Page 8: 1998 Dynamic modelling of water quality for a water supply

Appendix A Flow Chart A-3

<?> © Goto next control volume

J = J + 1

/ output simulation results /

Yes

I — loop variable for Julian date, 1=1.. 365;

J — loop variable for control volume, J = 1 .. N;

N — the total number of layers by which a lake or reservoir is divided.

Page 9: 1998 Dynamic modelling of water quality for a water supply

Appendix A Flow Chart A-4

B. SUBMODEL OF THERMAL STRATIFICATION

begin

Input number of Julian date, nstep

Calculate available shortwave radiation

control element, J = 1

Calculate shortwave flux in the control element

If J = 1 Yes

No

Determine temperature increment

A T 1 by penetration of solar radiation

Determine temperature increment ATI

by net flux of solar radiation, evaporation

and convection heat exchange between air and water surface

Determine temperature increment

A T 2 by vertical diffusion

Determine temperature increment

AT3 by vertical advection

Determine temperature increment

A T 4 by inflow and outflow advection

Page 10: 1998 Dynamic modelling of water quality for a water supply

Appendix A Flow Chart A-5

Update water temperature

T(new) = T(old) + ATI + AT2 + AT3 + AT4

Yes

Return

End

Page 11: 1998 Dynamic modelling of water quality for a water supply

Appendix A Flow Chart A-6

C. SUBMODEL OF DISSOLVED OXYGEN

Begin

Read number of Julian date, nstep

Calculate available incident radiation at water surface in the last 3 days

control element, J = 1

Calculate inflow rate into and outflow rate out to in the control element J

Calculate N B O D exertion term, N B O D

Calculate C B O D exertion term, C B O D

Calculate the transport by diffusion, D M T

Calculate the transport by vertical advection, D C V

Calculate the horizontal advection

due to inflow and outflow, D C H

Page 12: 1998 Dynamic modelling of water quality for a water supply

Appendix A Flow Chart A-7

Determine sediment oxygen demand, DSOD

Determine photosynthesis, DPS

Determine algae respiration, DAP

Update D O concentration C(new) = C(old) + D M T + DCV + DCH - DSOD + DPS

- DAP - NBOD - CBOD

if J = 1 Yes

No

Return

J = J+1

Calculate reaeration term, DEA, C(new) = C(new) + DEA

Yes

End

Page 13: 1998 Dynamic modelling of water quality for a water supply

Appendix A Flow Chart

D. SUBMODEL OF Fe and Mn

Begin

Input number of Julian date

Control element, J = 1

Calculate inflow rate into and outflow rate out to in the control element J

Calculate oxidation reaction for Fe, R O X and M n , R O X M

Calculate reduction from the sediments for Fe, R S M and M n , R S M

Calculate coagulation reaction for Fe, SF and M n , S M

Calculate the transport by diffusion for Fe, D M T and Mn, D M T M

Calculate the transport by vertical advection for Fe, D C V and M n , D C V M

Calculate the inflow constituents for Fe, D C H and M n , D C H M

1 2

Page 14: 1998 Dynamic modelling of water quality for a water supply

Appendix A Flow Chart A-9

Update total Fe concentration TFe(new) = TFe(old) + D M T + DCV + DCH + RSF - SF

update total Fe concentration TMn(new) = TMn(old) + D M T M + D C V M + D C H M +

RSFM - SFM update dissolved Fe concentration

Fe2(new) = Fe2(old) + D M T + DCV + DCH + RSF - ROX update dissolved Fe concentration

Mn2(new) = Mn2(old) + D M T M + D C V M + D C H M + RSFM -ROXM

J = J+1

Yes

Return

End

Page 15: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-l

APPENDIX B : COMPUTER PROGRAM

MAIN PROGRAM

Outline of the main program

The main program consists of three parts: setting up the model, computation of hydraulics

and constituent concentrations, output simulation results. The main program is a core

program calling many subroutines which perform all detailed tasks.

The first part of RESMOD performs tasks of establishing the initial conditions, reading

control geometric, meteorological and hydraulic data, writing control data and completing

geometric computations. The program allows the user to review the input data as early in

the run as possible. The writing of the control parameters for inspection by the user takes

place as soon as the complete set of control and initial condition data is read.

The program starts with a list of comments regarding title, implementation notes,

description of variables, list of input and output files. This comment section is followed by

an I N C L U D E statement for the external c o m m o n file.

The second part of program is to integrate the equations through time. The inflow rates to

the Avon reservoir are estimated on the basis of water conservation. It includes performing

layer addition and subtractions and computing the vertical velocities on daily basis. After

calculation of hydrodynamics, the transport computation for water constituents begins.

Finally, it writes all information for review by users.

The code hasn't been generalised into commercial software to allow its application to a

variety of situations. It requires modification in other applications.

Page 16: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-2

PROGRAM RESMOD

* THIS PROGRAM IS A ONE-DIMENSIONAL, TIME VARIABLE MODEL * OF WATER QUALITY FOR THE AVON RESERVOIR

ME - THE TOTAL NUMBER OF JULIAN DATE IN THE SIMULATION PERIOD * N - THE TOTAL NUMBER OF LAYERS IN WHICH THE RESERVOIR IS DIVIDED * DZ - THICKNESS OF EACH LAYER (M) * DT - TIME STEP (DAY) * IN - NUMBER OF INNER LOOP INSIDE A DAY * NSKIP - NUMBER OF SKIP OF TIME STEP FOR PRINTING OUT * NSTEP - LOOP VARIABLE FOR TIME LOOP

* ZTLA - LATITUDE OF THE LAKE (RADIAN) * ZB - ELEVATION OF LAKE BOTTOM (M) * ZS - ELEVATION OF WATER SURFACE (M) * ZAA, AA - ELEVATION VERSUS LAKE SURFACE AREA (M & M2) * ZBB. BB - ELEVATION VERSUS THE WIDTH OF THE LAKE (M & M) * VV - RESERVOIR VOLUME (MA3) * ZOUT - ELEVATION OF WATER DISCHARGED OR WITHDRAWAL (M) * ZIN - BOTTOM ELEVATION OF THE AVON RIVER INTO THE LAKE (M) * Q1 OUT - WATER DISCHARGE RATE FROM THE AVON DAM (M3/D) * Q20UT -- WATER WITHDRAWAL RATE FROM THE UPPER AVON (M3/D) * LO - NUMBER OF VALVES OPENED AT THE PUMPING STATION * QIN - INFLOW RATE TO THE AVON RESERVOIR (M3/D) * V - VERTICAL FLOW EXCHANGE RATE BETWEEN ADJACENT LAYERS (M3/D)

* TA - AIR TEMPERATURE (DEGREE CELCUS) * RAIN - RAINFALL (MM/D) * UW - AVERAGE DAILY WIND SPEED (M/S) * HUMI - HUMIDITY * CGEMA - CLOUD COVER

* TE - WATER TEMPERATURE (CELCUS DEGREE) * C - CONCENTRATION OF DISSOLVED OXYGEN (MG/L) * FE - CONCENTRATION OF TOTAL FE (MG/L) * FE2 - CONCENTRATION OF FILTERABLE FE (MG/L) * FE3 - CONCENTRATION OF PARTICULATE FE (MG/L) * CM - CONCENTRATION OF TOTAL MN (MG/L) * CM2 -- CONCENTRATION OF FILTERABLE MN (MG/L) * CM3 -- CONCENTRATION OF PARTICULATE MN (MG/L) * PT - CONCENTRATION OF PHOPLANKTON BIOMASS (MG/L CHL-A) * CL - CONCENTRATION OF CBOD (MG/L) * TKN -- CONCENTRATION OF TKN (MG/L) * DIN - CONCENTRATION OF DISSOLVED INORGANIC NITROGEN (MG/L) ^*******************************************************************

INCLUDE PARAT.H' DIMENSION FES3(50),FES 13(50),FES25(50),FES40(50)

C —- OPEN DATA FILES CALL OPENF

Page 17: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-3

C — INPUT DATA FOR LAKE GEOMETROY, METEOROLOGICAL C AND RESERVOIR OPERATION—

CALL INPUT(NSKIP,NDAV)

C — GIVING INITIAL CONDITIONS CALL IC

MSP = ME/NSKIP

*

CHECK INPUT DATA WRITE(*7*)N=',N,MS=',MS,ME=',ME,ZB=',ZB,ZIN=',ZIN WRITE(*,*) Z0UT1=',Z0UT1,Z0UT1U=',Z0UT1U,' ZOUT2=',ZOUT2 WRITE(*,*) DZ=',DZ,'NSKIP=',NSKIP

WRITE(*,*)ZAA=',(ZAA(I),I= 1,NN) WRrrE(*,*)'AA=',(AA(I),I=l,NN) WRITE(*,*) 'A=',(A(I),I=1,N) WRITE(*,*) ,B=',(B(I),I=1,N) WRITE(*,*) T3B ZBB' DO 413 1= 1.NN WRITE(*,*) BB(I),ZBB(I)

413 CONTINUE WRITE(*,*)VV=',(VV(I),I=1,NN) WRITE(*,*)'Q10UT=',(Q10UT(I),J=1,M1) WRITE(*, *) 'Q20UT=',(Q20UT(I),I= 1 ,M 1)

37 FORMAT(10F8.2)

WRITE(*,*) TA=',(TA(I),I=1,M1) WRITE(*,*) HUMI=',(HUM(I),I=1,M1) WRITE(*,*)'CGEMA=',(CGEMA(I),I=1,M1) WRITE(*,*) U W =,,(UW(I),I=1,M1) WRITE(*,*) RAIN=',(RAIN(I),I=1,M1) WRITE(*,*) ' DEPTH AREA(M2) VOLUMN(M3)' D0 827I=1,NN WRITE(*,*) ZAA(I), AA(I),VV(I)

827 CONTINUE WRITE(*,*) TIN=',(T1N(I),I=1,M1) WRITE(*,*) TE=',(TE(I),I=1,N) WRITE(*,*) 'CL=',(CL(I),I=1,N) WRITE(*,*) C =',(C(I),I=1,N)

ESTIMATION OF INFLOW TO THE AVON RESERVOIR

CALL INFLOW

OPERATION SCHEME AT PUMPING STATION LO - THE NUMBER OF GATES OPENED AT PUMPING STATION

LO= 1 IF(LO.GT.l)THEN

THE FOLLOWING ARE THE ELEVATIONS OF TOP FOUR GATES

3 0009 03192511 3

Page 18: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-4

ZOUT2(l) = 316.99 ZOUT2(2) = 315.47 ZOUT2(3) = 313.94 ZOUT2(4) = 311.90

* THE FOLLOWING ARE THE ELEVATIONS OF MIDDLE FOUR GATES C ZOUT2(5) = 312.42 C ZOUT2(6) = 310.90 C ZOUT2(7) = 309.37 C ZOUT2(8) = 307.85 * THE FOLLOWING ARE THE ELEVATIONS OF BOTTOM FOUR GATES C ZOUT2(9) = 306.32 C ZOUT2(10) = 304.80 C ZOUT2(U) = 303.28 C ZOUT2(12) = 300.23

ENDIF

* MAIN TIME LOOP

SODMAX = 0.0

* IN - NUMBER OF INNER LOOP INSIDE A DAY. IN= 1 DTI = DT/FLOAT(IN)

WRITE(7,*)' DAY',' DEPTH(M)','TEMPERATURE',' DO(MG/L)', . " TFE(MG/L)',FE+2(MG/L)',FE+3(MG/L)',TMN(MG/L)','MN+2(MG/L)',

. MN+3(MG/L)'

WRITE(5,*)' DAYS',PHTOSYNTHE',RESPIRATIO',CBOD ', . "NBOD ',REAERATION\'SOD ',DMT \DCV '

. DCH

DO100NSTEP = MS,ME

WRITE(*,*) NSTEP=',NSTEP

* DURING JULY 89 TO JUNE 90, THE VALVE UNDER 3M OF WATER IS USUALLY OPENED IF(LO.EQ.l)THEN ZOUT2(LO) = 316.99 ZTP = ZS(NSTEP) - 3.0 IF(ZTP<316.99) ZOUT2(LO) = 315.47 ENDIF

Q20UT(NSTEP) = Q20UT(NSTEP)/FLOAT(LO)

* DETERMINATION OF THE NUMBER OF LAYERS — CALL LAYERN(NSTEP)

* DETERMINE THE MAXIMUM INFLOW AND OUTFLOW RATES CALL MAXVEL(NSTEP)

* ----- DETERMINATION OF VERTICAL FLOW RATE BETWEEN LAYERS --

Page 19: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-5

CALL STEPV(NSTEP) C PLOTTING VERTICAL VELOCITY DISTRIBUTION

IF(MOD(NSTEP,NSKIP).EQ.O) THEN

DO 197JJ=1,N DEPTH = ZS(NSTEP)-ZB-FLOAT(JJ-l)*DZ WRITE(5,*) NSTEP,DEPTH,WP(JJ)

197 CONTINUE

ENDIF

-— DETERMINATION OF EDDY COEFFICIENTS CALL COEDD(NSTEP)

* CHECK THE STABLE CRITERION CALL MMAX(WP,VMAX,N,IMAX) CRC = VMAX * DTI/DZ IF(CRC.GE. 1.0) THEN WRITE(*,*) WARNING V*DTI7DZ =',CRC ENDIF

CALL MMAX(E,EMAX,N,IMAX) CRC = EMAX * DTI/DZ**2 IF(CRC.GE.0.5) THEN WRITE(*,*)WARNING E*DTI/DZ**2 =',CRC ENDIF

* DETERMINATION OF TEMPERATURE PROFILE

D0 45K=1,IN

CALL STEPT(NSTEP,DTI)

* DETERMINATION OF DO PROFILE CALL QUALITY(NSTEP,DTI,SODMAX)

DETERMINATION OF FE AND MN PROFILES — CALL METAL(NSTEP,DTI)

45 CONTINUE

C CALCULATION OF TEMPERATURE, DO, FE AND MN FOR SELECTIVE WITHDRAWAL

IF(Q2OUT(NSTEP).EQ.0.0) GOTO 100 IF(MOD(NSTEP,NSKIP).EQ.0) THEN CALLSELWITH(EPT,EPDO,EPFE,EPMN,NSTEP,LO) WRITE(9, *) NSTEP,EPT,EPDO,EPFE,EPMN ENDIF

OUTPUT

Page 20: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-6

C MOP = 0 - PRINTING THE COMPARISON GRAPHICS C = 1 - PRINTING THE CONTOUR C ISET > 0 - FOR OUTPUT OF DO, TE C ISET < 0 - FOR OUTPUT OF FE & MN

MOP = 0 IF(MOP.EQ.O) THEN

ISET = -1 IF (ISET.GT.O) THEN

C OUTPUT FOR COMPARISON OF TEMPERATURE AND DO IF(NDAV.EQ.1)THEN NPT1 = 159 NPT2=182 NPT3 = 207 NPT4 = 227 NPT5 = 255 NPT6 = 280 NPT7 = 321 NPT8 = 342

ELSEIF(NDAV.EQ.6.0R.NDAV.EQ. 12) THEN NPT1 = 52 NPT2 = 74 NPT3 = 103 NPT4 = 194 NPT5 = 223 NPT6 = 230 NPT7 = 251 NPT8 = 283 ELSEIF(NDAV.EQ.7) THEN NPT1 = 81 NPT2=145 NPT1=40 NPT2 = 98 NPT3=167 NPT4 = 201 NPT5 = 216 NPT6 = 241 NPT7 = 263 NPT8 = 276

ENDIF

ELSE C OUTPUT FOR COMPARISON OF FE AND MN

NPTI = 159 NPT2= 189 NPT3 = 216 NPT4 = 244 NPT5 = 255 NPT6 = 280 NPT7 = 321 NPT8 = 342

ENDIF

Page 21: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-7

IF(NSTEP.EQ.NPT1.0R.NSTEP.EQ.NPT2)THEN CALL 0UTEMP(NSTEP,8,1)

ENDIF IF(NSTEP.EQ.NPT3.0R.NSTEP.EQ.NPT4)THEN

CALL OUTEMP(NSTEP,8,l) ENDIF IF(NSTEP.EQ.NPT5,OR.NSTEP.EQ.NPT6)THEN

CALL OUTEMP(NSTEP,8,l) ENDIF IF(NSTEP.EQ.NPT7.0R.NSTEP.EQ.NPT8)THEN

CALL 0UTEMP(NSTEP,8,1) ENDIF

ELSE C FOR PLOTTING COUTOUR

IF(MOD(NSTEP,NSKIP).EQ.O) THEN D05J= 1,N IF(ZT(J).GE.298.) THEN NB = J GOTO 75

ENDIF 5 CONTINUE

NB = 1 75 CALL COUNT(NSTEP,7,NB)

ENDIF

ENDIF

100 CONTINUE

END * - THE END OF MAIN PROGRAM --

******************************************************

SUBROUTINE COUNT THIS SUBROUTINE IS FOR PRINTING OUTPUT IN THE FORMAT REQUIRED FOR CONTOUR GRAPHS ******************************************************

SUBROUTINE COUNT(NSTEP,NF,NB) DIMENSION ZZ(50)

INCLUDE PARAT.H'

WRITE(NF,*) "T(DAYS) = ",NSTEP WRITE(NF,*) N,ZS(NSTEP)

DO 50 I = NB, N ZZ(I) = ZS(NSTEP) - (ZB + (FLOAT(I) -0.5)*DZ) WRITE(NF,377)NSTEP,ZZ(I),TE(I),C(I),FE(I),FE2(I),FE3(I),

CM(I),CM2(I),CM3(I)

Page 22: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM 15-8

50 CONTINUE

377 FORMAT(I5,9F10.3)

RETURN END

* SUBROUTINE MMAX * THIS SUBROUTINE IS FOR DETERMINATION OF MAXIMUM VALUE IN ARRAY A

SUBROUTINE MMAX(A,VT,N,L)

DIMENSION A(53)

VT = 0.

DO50I=l,N

IF(ABS(A(I)).GT.VT) THEN VT = A(I) L = I GOTO 100 ENDIF

50 CONTINUE

100 RETURN END

* **********************************************************

* SUBROUTINE OUTEMP * THIS SUBROUTINE IS FOR PRINT OUT SIMULATION RESULTS * ***********************************************************

SUBROUTINE OUTEMP(NSTEP,NF,NB)

INCLUDE PARAT.H'

WRITE(NF,* WRITE(NF,*

WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,*

"T(DAYS)=",NSTEP N-NB+1,ZS(NSTEP)

(ZT(I),I=NB,N) (TE(I),I=NB,N) (C(I),I=NB,N) (CL(I),I=NB,N) (AN(I),I=NB,N) (TN(I),I=NB,N) (PT(I),I=NB,N) (ON(I),I=NB,N) (FE(I),I=NB,N) (CM(I),I=NB,N) (FE2(I),I=NB,N) (CM2(I),I=NB,N) (FE3(I),I=NB,N)

Page 23: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-9

WRITE(NF,*) (CM3(I),I=NB,N)

RETURN END

* ********************************************************

* SUBROUTINE SELWITH THIS SUBROUTINE IS TO CALCULATE THE WATER SUPPLY QUALITY FOR SELECTIVE WITHDRAWAL

* ********************************************************

SUBROUTINE SELWITH(EPT,EPDO,EPFE,EPMN,NSTEP,L)

INCLUDE PARAT.H'

SSUMT = 0. SSUMD = 0. SSUMF = 0. SSUMM = 0.

D22 = Q20UT(NSTEP) IF(D22.EQ.O.) GOTO 50

DO10I=l,N

ZOUT = ZOUT2(L) DOUT = DOUT2(L) Z1=ZB + (I-1)*DZ CALL TRAPZDO(Zl ,Zl+DZ,ZOUT,DOUT,S02,10)

SSUMT = SSUMT + TE(I)*UOM2(L)*S02 SSUMD = SSUMD + C(I)*UOM2(L)*S02 SSUMF = SSUMF + FE(I)*UOM2(L)*S02 SSUMM = SSUMM + CM(I)*UOM2(L)*S02

10 CONTINUE

EPT = SSUMT/D22 EPDO = SSUMD/D22 EPFE = SSUMF/D22 EPMN = SSUMM/D22

50 RETURN END

*************************************************************************

Page 24: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-10

Outline of set up of the computation

This task includes input all essential data and initial conditions for the model. It reads

reservoir geometric, meteorological and reservoir hydraulic and operation data. Input-output

files are also opened as required in this section of the code. This section also includes the

computations necessary to complete construction of the finite difference grid, that is , its

internal representation among the variables and array that defines dimensions and sizes,

such as width and horizontal area of each cell. This geometry is fixed without regard to the

location of the water surface for all cells under the surface layer.

SUBROUTINE INPUT THIS SUBROUTINE IS FOR READING ALL INPUT DATA

SUBROUTINE INPUT(NSKIP,NDAV)

DIMENSION WM(23) CHARACTER*80 CC

INCLUDE PARAT.H'

PI = ACOS(-l.)

INPUT CONTROL FACTOR OF COMPUTATION

READ(2,*) CC READ(2,*)FSL,ZB,ZIN,ZOUTl,ZTLA,DT,NSKIP,N,MS,ME,NDAV

DZ = (FSL-ZB)/FLOAT(N)

* — INPUT LAKE HORIZONTAL AREA WITH ELEVATION -READ(2,*) CC READ(2,*) (WM(I),I=1,NN)

* CHANGE UNIT TO METER D0 23I=1,NN ZAA(I) = 0.305 * WM(I)

23 CONTINUE

READ(2,*) CC READ(2,*) (WM(I),I=1,NN)

* CHANGE UNIT TO METERA2 DO 241= 1,NN AA(I) = 4047. * WM(I)

24 CONTINUE

Page 25: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-ll

INPUT LAKE LATERAL WIDTH & VOLUME WITH ELEVATION

READ(2,*) CC READ(2,*) (WM(I),I=1,NN) DO 25 1= 1,NN ZBB(I) = 0.305 * WM(I)

25 CONTINUE

READ(2.*) CC READ(2,*) (BB(1),I=1,NN)

READ(2,*) CC READ(2,*) (VV(I),I=1,NN) D0 27I=1,NN VV(I) = 4.54596 * VV(I)*l.E-3

27 CONTINUE WRITE(*.*) VV(MA3)=',(VV(I),I=1,NN)

INPUT DISCHARGE RATE FROM AVON DAM

READ(2,*) CC READ(2,*)(Q10UT(I),I=1,M1)

INPUT WITHDRAW RATE FROM PUMPING STATION

READ(2,*) CC READ(2, *)(Q20UT(I),I= 1 ,M 1)

INPUT THE RECORD OF WATER SURFACE VARIATION

READ(2,*) CC READ(2,*) (ZS(I),I=1,M1)

SUM = 0. FWAX = 0.0 FWIN = 0.0 DO 150 1=1, Ml QIOUT(I) = 1000.* QIOUT(I) Q20UT(I) = 1000.* Q20UT(I) ZS(I) = FSL + ZS(I) DUM2 = QIOUT(I) + Q2QUT(I)

IF(DUM2.GT.FWAX) FWAX = DUM2 IF(DUM2.LT.FWIN) FWIN = DUM2 SUM = SUM + DUM2

150 CONTINUE SUM = SUM/FLOAT(Ml) WRITE(*,*) 'AVE OUTFLOW=',SUM,'MAXFLOW=',FWAX,MINFW=',FWIN

t-

Page 26: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

METEOROLOGICAL INFORMATION

* INPUT AIR TEMPERATURE READ(2,*) CC READ(2,*)(TA(I),I=1,M1)

* —- INPUT HUMIDITY READ(2,*) CC READ(2,*) (HUM(I),I=1,M1)

* —- INPUT CLOUDY COVER READ(2,*) CC READ(2,*) (CGEMA(I),I=1,M1)

* — INPUT WIND SPEED READ(2,*) CC READ(2,*) (UW(I),I=1,M1)

* — INPUT RAINFALL READ(2,*) CC READ(2,*) (RAIN(I),I=1,M1)

* — INPUT EVAPORATION DATA READ(2,*) CC READ(2,*) (EVAP(I),I=1,M1)

* DETERMINE THE CROSS AREA AND WIDTH AT EACH LAYER A(l) = 5000. DO 1801 = 2, N+l ZZ = ZB + FLOAT(I-l)*DZ CALL LINEPOLI(ZAA,AA,23,ZZ,A(I))

180 CONTINUE

DO 2001= 1,N ZT(I) = ZB + (FLOAT(I)-0.5)*DZ CALLLINEPOLI(ZBB,BB,23,ZT(I),B(I))

200 CONTINUE

RETURN END

* SUBROUTINE IC * * THIS SUBROUTINE GIVES THE INITIAL VALUES OF TEMPERATURE, * * DO, BOD,TOTAL FE AND MN, FE+2 & MN+2 PROFILE *_

SUBROUTINE IC

INCLUDE PARAT.H'

DO 456 I = N, 1,-1

TE(I)= 10. C(I) = 8.3

Page 27: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-13

CL(I) = 0.1 FE(I) = 0.2

CM(I) = 0.25 FE2(I) = 0.15 CM2(I) = 0.1 FE3(I) = FE(I) -FE2(I) CM3(I) = CM(I) - CM2(I) V(I) = 0.0

456 CONTINUE

RETURN END

* ************************************************************

SUBROUTINE LINEPOLI * * THIS SUBROUTINE IS FOR LINEAR INTERPOLATION * * ************************************************************

SUBROUTINE LINEPOLI(XA,YA.N1 ,X,Y) DIMENSION XA(N1),YA(N1)

IA = 0 DO 100I=1,N1

IF(X.GT.XA(I)) GOTO 100 IA = I

GOTO 300

C GOTO 200 100 CONTINUE

300 IF(IA.EQ.O) THEN Y = YA(N1) ELSEIF(IA.EQ.1)THEN

Y = YA(1) ELSE

200 Y = YA(IA-1) + (YA(IA)-YA(IA-1))/ (XA(IA)-XA(IA-1 ))*(X-XA(IA-1)) ENDIF

RETURN END

* SUBROUTINE OPENF

* THIS SUBROUTINE IS FOR OPENING DATA FILES *

SUBROUTINE OPENF

OPEN(2,FILE='JOIN2W.DAT',STATUS=UNKNOWN') OPEN(3, FILE=PLOT.DAT',STATUS=UNKNOWN')

OPEN(5, FILE='SECTION.DAT',STATUS=UNKNOWN') OPEN(7,FILE='COUNTS.DAT',STATUS=UNKNOWN')

OPEN(8, FILE=TEMP1.DAT',STATUS = U N K N O W N ) OPEN(9, FILE='SOD.DAT',STATUS = UNKNOWN')

RETURN

Page 28: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-14

END

****************************************************************************

A HYDRODYNAMIC MODEL

Outline of the program RESMOD-HD

Inflows are estimated by use of water balance equation. Outflows result from the

withdrawal at the Upper Avon pumping station and the dam release at the Avon dam. At

the inlets and outlets, the Gaussian distribution function of velocity profiles are assumed.

The governing model equations of transport are vertically and layer-averaged. The

fundamental basis for computing vertical velocity is the continuity expression. Beginning at

the bottom active cell, the net advection through the sides and any sources or sinks can be

computed. Since the volume of the cell does not change, the velocity at the top of the cell

is easily computed. The code automatically expands or contracts the grid to accommodate

rising and falling water surface in , so the surface layer should be large enough to contain

anticipated volume. This is implemented in the subroutine layern.

* ************************************************************

* SUBROUTINE INFLOW * * THIS SUBROUTINE ESTIMATES INFLOW RATES USING THE * * MASS BALANCE EQUATION * * *********************************************************** *

SUBROUTINE INFLOW

INCLUDE PARAT.H'

SUM=0.0 NNT=0

DO 1001= 1.M1-1

DEPTH 1 =ZS(I)-ZB VI = (-5E-06*DEPTH1**4+0.0016*DEPTH1**3-0.0332*DEPTH1**2 +0.2702*DEPTH1-0.283)*lE+6

CALLLINEPOLI(ZAA,VV,NN,ZS(I+l),V2) DEPTH2 = ZS(I+1)-ZB V2 = (-5E-06*DEPTH2**4+0.0016*DEPTH2**3-0.0332*DEPTH2**2 +0.2702*DEPTH2 - 0.283)* 1E+6

Page 29: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-15

AS = (-2E-07*DEPTH1**4 + 1E-05*DEPTH1**3 + 0.003*DEPTH1**2 - 0.0314*DEPTH1 + 0.0673)*lE+6 RA = (RAIN(I)-EVAP(I))*1.0E-3 RNET = AS*RA

QIN(I) = Q10UT(I)+Q20UT(I)+(V2-V1) - RNET IF(QIN(I)<0.0) THEN SUM=SUM+QIN(I) NNT = NNT+1 QIN(I) = 0.0 ENDIF

100 CONTINUE

QIN(M1) = QIN(M1-1)

RETURN END

* SUBROUTINE LAYERN * * DETERMINE THE NUMBER OF LAYERS , N *

SUBROUTINE LAYERN(I)

INCLUDE PARAT.H'

ZZ = ZB + FLOAT(N-l)*DZ DFC = ZS(I) - ZZ

IF(DFC.GT. 1.25*DZ) THEN N = N + 1 ZZ = ZB + FLOAT(N)*DZ CALL LINEPOLI(ZAA,AA,23,ZZ,A(N+l)) ZZ = ZZ - DZ/2. CALL LINEPOLI(ZBB,BB,23,ZZ,B(N)) DZS = DFC - DZ ELSEIF(DFC.LT.0.25*DZ) THEN N = N-1 DZS = DFC ELSE DZS = DFC ENDIF

RETURN END

•f *************************************************************

* THIS SUBROUTINE DETERMINES THE MAXIMUM VELOCITIES IN * * PROFILES OF INFLOW AND OUTFLOW * • UI - THE MAXIMUM VELOCITY IN THE INFLOW PROFILE * * DOM 1 & UOM2 - THE MAXIMUM VELOCITY IN THE OUTFLOW PROFILE * Is * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Page 30: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-16

SUBROUTINE MAXVEL(I)

* DETERMINE THE INFLOW VELOCITY DISTRIBUTION

INCLUDE PARAT.H'

DATA EP/2.34E-4/

Dl =QIN(I)

CALLTRAPZDO(ZIN,ZS(I),ZS(I),ZS(I)-ZIN,S,50) UI = D1/S

* DETERMINE THE MAXMIM OUTFLOW VELOCITY D12 = Q10UT(I) D22 = Q20UT(I)

IF(I.LE. 11.0R.I.GT.275) THEN ZOUTlU=ZS(I) CALL LINEPOLI(ZBB,BB,NN,ZOUT1U,BO) ELSE CALL LINEPOLI(ZBB,BB,NN,ZOUT1,BO) ENDIF

Ql =D12/B0 DOUT1 = 1.224*(Q1**2/(7.315E10*EP))**0.25

D0 33L=l,LO

C ASSUMING THE WIDTH OF INTAKE GATE AT UPPER AVON PUMPING STATION C B0=1M

B0= 1.0 Q2 = D22/B0 DOUT2(L) = 1.224*(Q2**2/(7.315E10*EP))**0.25

33 CONTINUE

IF(D12.NE.0.0)THEN IF(I.LE. 11 .OR.I.GT.275) THEN Z0UT1U = ZS(I) ZOUT = ZOUTlU

ELSE ZOUT = ZOUTl

ENDIF

DOUT = DOUT1 CALLTRAPZDO(ZB,ZS(I),ZOUT,DOUT,S,80) UOM1 =D12/S ELSE UOM1 =0.0 ENDIF

D0 44L=l,LO

IF(D22.NE.0.0) THEN

Page 31: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

ZOUT = ZOUT2(L) DOUT = DOUT2(L)

CALLTRAPZDO(ZB,ZS(I),ZOUT,DOUT,S,80) UOM2(L) = D22/S

ELSE UOM2(L) = 0.0

ENDIF

44 CONTINUE

RETURN END

* ***********************************************************

DETERMINE THE VERTICAL FLOW RATE AT EACH HORIZONTAL LAYER * * ***********************************************************

SUBROUTINE STEPV(I)

INCLUDE PARAT.H'

D12 = Q10UT(I) D22 = Q20UT(I)

V(1) = 0.0

DO 232 J = 2,N

ZZ = ZB + FLOAT(J-l) *DZ

IF (ZZ.LT.ZIN) THEN SIN = 0.

ELSE CALLTRAPZDO(ZIN,ZZ,ZS(I),ZS(I)-ZIN,SIN,80)

ENDIF

IF(D12.NE.0.)THEN

IF(I.LE. 11 .OR.I.GT.275) THEN ZOUT1U = ZS(I) ZOUT = ZOUT 1U

ELSE ZOUT = ZOUT1

ENDIF

DOUT = DOUT 1 CALLTRAPZDO(ZB,ZZ,ZOUT,DOUT,SOl,80) ELSE SOI =0 ENDIF

V(J) = UI*SIN-UOMl*S01

D0 55L= l,LO

Page 32: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

IF(D22.EQ.O.) THEN S02 = 0.

ELSE ZOUT = ZOUT2(L) DOUT = DOUT2(L) CALLTRAPZDO(ZB,ZZ,ZOUT,DOUT,SO2,80)

ENDIF

V(J) = V(J) - UOM2(L)*S02

55 CONTINUE

CALL LINEPOLI(ZAA,AA,NN,ZZ,Al) WP(J) = V(J)/A1

232 CONTINUE V(N+1) = 0.

RETURN END

* SUBROUTINE TRAPZSDO * * THIS SUBROUTINE IS FOR NUMERICAL INTEGRATION USING * * CLASSIC FORMULAS FOR EQUALLY-SPACED ABSCISSAS *

SUBROUTINE TRAPZDO(Y 1 ,Y2,ZOU,DOU,S,M)

INCLUDE PARAT.H'

DX = (Y2-Yl)/FLOAT(M) S = 0.

DO100I=l,M

X2 = Yl+FLOAT(I)*DX XI =X2-DX S = S + 0.5 * (FUNCP(Xl,ZOU,DOU) + FUNCP(X2,ZOU,DOU)) * DX

100 CONTINUE

RETURN END

****************************************************************

FUNCTION FUNCB(X)

INCLUDE PARAT.H'

CALL LINEPOLI(ZBB,BB,NN,X,Y) FUNCB = Y

RETURN

Page 33: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-19

END

* *******************************************************************************

* THIS FUNCTION IS GAUSS DISTRIBUTION FOR INFLOW AND OUTFLOW PROFILES * * *******************************************************************************

FUNCTION FUNCP(X,ZOU,DOU) INCLUDE PARAT.H'

XX = -(X-ZOU)**2/DOU/DOU/2. IF(XX.LT.-25.) THEN FUNCP = 0. ELSE CALL LINEPOLI(ZBB,BB,NN,X,Y) FUNCP = Y * EXP(XX) ENDIF

RETURN END

A THERMAL STRATIFICATION MODEL

Outline of the program RESMOD-ST

The stratification model begin with the specification of heat source from atmosphere. The

computation of surface heat requires that appropriate meteorological data be available.

Solar radiation is estimated by use of function solar. The distribution of solar radiation in

the vertical dimension is controlled by the parameter extinction coefficient, ETR. Heat

contributions due to inflows are included in the heat budget by specifying a flow rate and

corresponding temperature, represented by dt4. The solar radiation contribution, diffusion

and vertical advection transportation to the heat budget are represented by dtl, dt2 and dt3.

The eddy model is implemented in the subroutine coedd. The updated temperature is

obtained by sum of all sources and sinks to the previous temperature.

SUBROUTINE STEPT * THIS SUBROUTINE IS FOR SIMULATION OF THERMAL STRATIFICATION * BI-THE RATIO OF RADIATION ABSORBED AT THE SURFACE TO THE SHORTWAVE * RADIATION(0.4-0.5) * SCDP - SECCHI DEPTH (M) * ETR-B ULK EXTINCTION COEFFICIENT * FS - AVAILABLE GLOBAL SOLAR RADIATION INCIDENT AT GROUND LEVEL * FO - THE SHORTWAVE SOLAR RADIATION AVAILABLE AT THE WATER SURFACE * FRI - INCOMING LONGWAVE RADIATION

Page 34: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-20

FRA - AVAILABLE LONGWAVE RADIATION * F1. F2 - DISTRIBUTION OF SHORTWAVE RADIATION BELOW THE WATER SURFACE * FE 1 - EVAPORATION HEAT LOSS

FC - CONDUCTION HEAT LOSS * AS - THE SHORTWAVE REFLECTIVITY * BI - FRACTION FACTOR OF SHORTWAVE RADIATION AB SORBED AT THE WATER

SURFACE * AL - THE LONGWAVE REFLECTIVITY, GENERALLY * C W - LONGWAVE EMISSIVITY, 0.972 * CGEMA-CLOUD OVER OR SUNSHINE DURATION * HUM - RELATIVE HUMIDITY, HUM = EA/ESA * TA - ATMOSPHERE TEMPERATURE * TE - WATER TEMPERATURE * EA - VAPOR PRESSURE (N/MA2) AT TA * ESA - SATURATED VAPOR PRESSURE (N/MA2) AT TA * EWA - SATURATED VAPOR PRESSURE (N/MA2) AT TE * CA - EFFECTIVE ATMOSPHERIC EMISSIVITY * C W - LONGWAVE EMISSIVITY

CG - STEPHEN-BOLTZMAN CONSTANT (W/MA2 KA4) CP - THE SPECIFIC HEAT(J/KG.K)

* *********************************************************************

SUBROUTINE STEPT(NSTEP,DTI)

INCLUDE PARAT.H' DATA CP/4.186E3/,AL/0.03/,AS/0.06/,CW/0.972/,CG/5.6697E-8/

* EXTINCTION COEFFICIENT SCDP = 5.2930 + NSTEP*5.4237E-2 - NSTEP**2*4.9466E-4 + 1.024E-6*NSTEP**3 ETR = 1.6/SCDP

* ESTIMATION OF FRACTION FACTOR BI OF SHORTWAVE RADIATION ABSORBED * AT THE WATER SURFACE

BI = 0.265 *LOG(ETR) + 0.614

* AVAILABLE GLOBAL SOLAR RADIATION INCIDENT AT GROUND LEVEL FS = 24.*3600.*SOLAR(NSTEP,ZTLA,CGEMA(NSTEP))

* AVAILABLE SHORTWAVE RADIATION AT THE WATER SURFACE FO = FS*(l.-AS)

* HEAT BUDGET IN THE BOTTOM LAYER OF A LAKE Zl =ZB Z2 = Zl + DZ Fl = FO * (1. - BI) * EXP(-ETR * (ZS(NSTEP) - Zl)) F2 = FO * (1. - BI) * EXP(-ETR * (ZS(NSTEP) - 72)) AI = (A(l) + A(2))/2. P = DENF(TE(1))

SHORTWAVE RADIATION PENETRATING INTO THE WATER COLUMN DTI = (F2 * A(2) - Fl * A(l)) * DTI

. HP * CP * AI * DZ)

* EDDY DIFFUSION CONTRIBUTION DT2 = (TE(2)-TE(1))/DZ*A(2)*E(1)*DTI/AI/DZ

Page 35: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-21

VERTICAL ADVECTION CONTRIBUTION IF(V(2).GE.O.) THEN DT3 = -V(2)*TE(1)*DTI/AI/DZ ENDIF

IF(V(2).LE.O.) THEN DT3 = -V(2)*TE(2)*DTI/AI/DZ ENDIF

SOURCE OR SINK DUE TO DISPLACEMENT OF WATER BY INFLOW OR OUTFLOW ZZ = ZB + DZ/2 CALL HORADV(NSTEP,ZZ,UIN,UOUT) DT4 = (UIN*TE(l)-UOUT*TE(l))*DTI/AI

FINAL HEAT BUDGET WP(1) = TE(1) + DTI + DT2 + DT3 + DT4

IF(WP(l).LT.O.) WP(1) = 0.0

* THE SPATIAL LOOP IN WATER COLUMN

DO 150I = 2,N-1

P = DENF(TE(I))

Zl = ZB + (FLOAT(I)-l)*DZ Z2 = Zl + DZ

Fl = FO * (l.-BI) * EXP(-ETR*(ZS(NSTEP)-Z1)) F2 = FO * (l.-BI) * EXP(-ETR*(ZS(NSTEP)-Z2))

AI = (A(I+l) + A(I))/2.

* SHORTWAVE RADIATION CONTRIBUTION DTI = (F2 * A(I+1) - Fl * A(I)) * DTI

/(P * CP * AI * DZ)

* EDDY DIFFUSION CONTRIBUTION DT2 = ((TE(I+1)-TE(I))/DZ * A(I+1)*E(I+1)-(TE(I)

. -TE(I-1 ))* A(I)*E(I)/DZ)* DTI/AI/DZ

* VERTICAL ADVECTION CONTRIBUTION CALL VERADV(V(I), V(I+1 ),TE(I-1 ),TE(I),TE(I+1),

AI,DZ,DTI,DT3)

* SOURCE OR SINK DUE TO DISPLACEMENT OF WATER THROUGH INFLOW OR OUTFLOW ZZ = Zl + DZ/2. CALL HORADV(NSTEP,ZZ,UIN,UOUT) DT4 = (UIN*TE(I)-UOUT*TE(I))*DTI/AI

* FINAL HEAT BUDGET IN A CONTROL VOLUME WP(I) = TE(I) + DTI + DT2 + DT3 + DT4

Page 36: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-22

IF(WP(I).LT.O.O) WP(I)=0.0

150 CONTINUE

* HEAT BUDGET IN THE SURFACE LAYER OF A LAKE ESA = 2.1718E10*EXP(-4157./(TA(NSTEP)+239.09)) EWA = 2.1718E10*EXP(-4157./(TE(N)+239.09)) EA = HUM(NSTEP) * ESA

* INCOMING LONGWAVE SOLAR RADIATION IF(CGEMA(NSTEP).GE.0.4) THEN CA = 0.84-CGEMA(NSTEP)*(0.1-9.973E-6*EA) +3.491E-5*EA ELSE CA = 0.87-CGEMA(NSTEP)*(0.175-29.92E-6*EA) +2.693E-5*EA ENDIF FRI = CA * CG * (TA(NSTEP)+273.)**4

* AVAILABLE LONGWAVE RADIATIVE FLUX FRA = FRI * (1. - AL)*24.*3600.

* EMITTED LONGWAVE RADIATIVE FLUX FRO = 24.*3600.*CW * CG * (TE(N) + 273.)**4

* EVAPORATION FLUX P = DENF(TE(N)) EV = 1.0E-5 * (4.4 + 1.82*UW(NSTEP)) * (EWA - EA) FE1=P*EV

* CONDUCTION HEAT FLUX PA=101.3E3 FC = FEl*0.61E-3 *PA*(TE(N)-TA(NSTEP))/(EWA-EA)

* THE NET AVAILABLE ENERGY FN = FO*BI + FRA - FRO -(FE1 +FC)*24.*3600.

* TEMPERATURE INCREASE AT THE WATER SURFACE AI = (A(N+l) + A(N))/2. DT6 = FN * A(N+1) * DTI/(P*CP*AI*DZS) WP(N) = TE(N) + DT6 IF(WP(N).LT.0.) WP(N) = 0.0

* MIXING AT SURFACE LAYER SUM = 0. VS = 0. DO 432 I = N-3.N SUM =SUM + WP(I)*A(I)*DZ VS = VS + A(I)*DZ

432 CONTINUE

TEM = SUM/VS

DO 433 I = N-3.N

Page 37: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-23

WP(I) = TEM 433 CONTINUE

C ADJUSTING THE STABLE DENSITY DO 450 J = 1, 120 JM = 0 DO 434 I = N, 2,-1

IF(WP(I).LT.WP(I-1)) THEN SUM = WP(I)*A(I)*DZ + WP(I-1)*A(I-1)*DZ VS = (A(I)+A(I-1))*DZ TEM = SUM/VS WP(I) = TEM WP(I-1) = TEM JM = JM + 1 ENDIF

434 CONTINUE IF(JM.EQ.O) GOTO 438

450 CONTINUE

438 D0 555I=1,N TE(I) = WP(I)

555 CONTINUE

RETURN END

* THIS FUNCTION IS FOR CALCULATION OF THE TOP ATMOSPHERE RADIATIVE FLUX * BASED ON THE LATITUDE, TIME OF A YEAR AND CLOUD COVER * D - THE RATIO OF THE AVERAGE TO THE INSTANTANEOUS EARTH-SUN DISTANCE * DLT - SOLAR DECLINATION * H — THE HALF DAY LENGTH * ***********************************************************************************

FUNCTION SOLAR(I,ZTLAl,CDY)

DATA B/0.5/

PI = ACOS(-l.) ZTLA = ZTLA1 * PI/180.

D = l./(l.-0.01673*COS(2.*PI*FLOAT(I)/365.)) DLT = 0.4093*SIN(2.*PI*(FLOAT(I)-79.75)/365.) H = ACOS(-TAN(ZTLA)*TAN(DLT))

VALUE = H*SIN(ZTLA)*SIN(DLT)+COS(ZTLA)*COS(DLT)*SIN(H)

SOLARFF = 433.7477*D*D*VALUE

A = 0.29*COS(ZTLA) SOLAR = (A + B*CDY)*SOLARFF

END

Page 38: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-24

EDDY MODEL

Eddy coefficients are used to model the influence of turbulence. The water density is

calculated in the function D E N F and is based upon water temperature.

C THIS SUB ROUTINE IS FOR COMPUTATION OF EDDY COEFFICIENT C GAPI- VON KARMAN'S CONSTANT, 0.401 C CW- FRICTION VELOCITY C E - EDDY COEFFICIENT C P0 - TURBULENT PRANDTLE NUMBER C RI - RICHARDSON NUMBER

SUBROUTINE COEDD(NSTEP)

INCLUDE PARAT.H'

DATA G/9.8/, GAPI/0.401/

VWIN = UW(NSTEP) PI = ACOS(-l.) CF = 6.6 * SQRT(SIN(ZTLA*PI/180)) * VWIN**(-1.84) CW=1.2E-3*VWIN

DO 50 I = 2, N

Z2 = ZS(NSTEP)-ZB-(FLOAT(I)-l./2.) * DZ Zl = ZS(NSTEP)-ZB-(FLOAT(I)-3./2.) * DZ PI =DENF(TE(I-1)) P2 = DENF(TE(I)) P = (PI +P2)/2.

BN = ABS(-G/P * (P2 - P1)/DZ)

XI = 40. * BN * (GAPI * Z2 /CW)**2 XX = -2.*CF*Z2 IF(XX.LT.(-18.))THEN YI = 0.0 ELSE YI= EXP(-XX) ENDIF

RRI = SQRT(1+XI*YI) RI = (-l. + RRI)/20.

XI=-CF*Z2 IF(XI.LT.(-18))THEN XE = 0.0 ELSE XE = EXP(XI) ENDIF

Page 39: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-25

IF(I.LE.5) THEN PO = 0.85 ELSE PO = 0.6 ENDIF

123 E(I) = 86400. * GAPI * CW * Z2 * XE *(l. + 37. *RI**2)**(-1)/P0

50 CONTINUE

E(1) = E(2)

RETURN END

* ***********************************************************************************

* THIS FUNCTION IS TO DETERMINE WATER DENSITY ACCORDING TO ITS TEMPERATURE * ***********************************************************************************

FUNCTION DENF(X)

DENF = (1. - 1.9549E-5*ABS(X-4)**1.68)*1.E3

END

***************************************************************************************

DISSOLVED OXYGEN MODEL

Outline of the program RESMOD-DO

The RESMOD-DO model includes all major internal and external sources and sinks.

Almost all coefficients are affected by temperature, and that effect is included in a series of

temperature rate multipliers. The flux term due to inflows is represented by dch and

vertical advection term, dcv and diffusion term, dmt. The above physical transport terms

are computed in a series of subroutines. The constituent fluxes from internal sources or

sinks, such as photosynthesis, reaeration, respiration and BOD are specified by direct inputs

of field data from other water constituents. The total sources and sinks for DO in the

transport computation is then the sum of the external and internal source and sinks.

Computations is using explicit scheme.

* ************************************************************

* SUBROUTINE QUALITY * THIS SUBROUTINE IS FOR PREDICTION OF CONCENTRATIONS OF

Page 40: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-26

* DO USING CBOD, TKN, DIN AND CHL-A AS DIRECT INPUTS * C - CONCENTRATION OF DO (MG/L) * CL - CONCENTRATION OF CBOD (MG/L) * PT - THE TOTAL PHYTOPLANKTON REPRESENTED BY CHL-A(UG/L CHL-A) * TKN - THE TKN CONCENTRATION (MG/L) * DIN - DISSOLVED INORGANIC NITROGEN (UG N/L)

* FS - THE SATURATING LIGHT INTENSITY * F1. F2. F3 ~ DAILY AVERAGE VISIBLE LIGHT INTENSITY IN LAST THREE DAYS * USTAR - WIND SHEAR VELOCITY * CS - SATURATION OXYGEN LEVEL * DK20. DK2 - REAERATION RATE OF DO (1/DAY) AT WATER TEMPERATURE * 20 DEGREE AND ANY TEMPERATURE * DDR - REAERATION CONTRIBUTION TERM TO DO BUDGET * DK1 - THE DECAY RATE OF CBOD (1/DAY) * DDCB - DO CONSUMPTION TERM BY CBOD * KN2 - THE DEOXYGENATION RATE OF NBOD * DDN - DO CONSUMPTION TERM BY NBOD * DMT - DIFFUSION TERM IN DO BUDGET * DCV - VERTICAL ADVECTION TERM IN DO BUDGET * DCH - SOURCE OR SINK TERM IN DO BUDGET DUE TO INFLOWS OR OUTFLOWS * IN SOD SUBMODEL * KC - THE CHEMICAL MASS TRANSFER COEFFICIENT(M/D) * K02 - HALF-SATURATION CONSTANT, 1.4 MG/L * UB - AEROBIC OXIDATION RATE OF BSOD(G/MA2-D)

* KN - HALF SATURATION CONSTANT, 10-20UG/L IN MICHAELIS-MENTEN EQ. * UMAX - MAXIMUM ALGAL GROWTH RATE * AFA - 6 MG C/MG CHL-A * CCHL - RATIO OF ORGANIC CARBON TO CHL-A

* ***************************************************************************

SUBROUTINE QUALITY(NSTEP,DTI,SODMAX)

REAL KC, K02,KN2,KN,KN1

DATA KC/0.035/,KO2/l .4/,UB/0.7/,KN/0.01/ . ,KN2/0.1/,AS/0.06/,BI/0.4/

INCLUDE PARAT.H'

* READ OBSERVED CHL-A VALUES FROM INTERPOLATION CURVES

DO 31 I = N, 1,-1 Zl = ZB + (FLOAT(I)-0.5)*DZ ZLA = ZS(NSTEP) - Zl IF(ZLA.LE.3.) THEN PT(1) = CHLO(NSTEP) ELSEIF(ZLA.GT.3..AND.ZLA.LE.6.)THEN PT(I) = CHL3(NSTEP) ELSEIF(ZLA.GT.6..AND.ZLA.LE.9.)THEN

Page 41: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

PT(I) = CHL6(NSTEP)

ELSEIF(ZLA.GT.9..AND.ZLA.LE.12.)THEN PT(I) = CHL9(NSTEP) ELSEIF(ZLA.GT. 12..AND.ZLA.LE. 15.) THEN PT(I) = CHL12(NSTEP) ELSEIF(ZLA.GT.15.) THEN PT(I) = PT(I+l)-PT(I+l)/((FLOAT(I)-1.5)*DZ)* (FLOAT(I+1 )*DZ-FLOAT(I)*DZ)

ENDIF

IF(PT(I).LT.O.) PT(I) = 0.

31 CONTINUE

SURFACE BOUNDARY CONDITION

C AVAIBLE INSTANTANEOUS INCIDENT VISIBLE RADIATION AT WATER C SURFACE IN THE LAST THREE DAYS

FO = SOLAR(NSTEP,ZTLA,CGEMA(NSTEP))*(1.-AS)/0.485 Fl = SOLAR(NSTEP,ZTLA,CGEMA(NSTEP-l))*(l.-AS)

/0.485*( l.-BI) F2 = SOLAR(NSTEP,ZTLA,CGEMA(NSTEP-2))*(l.-AS)

/0.485*( l.-BI) F3 = SOLAR(NSTEP,ZTLA,CGEMA(NSTEP-3))*(l.-AS)

/0.485*(1.-BI) FS = (0.7*Fl+0.2*F2+0.1*F3)/2.0

A0 = FO/FS Al = A0*EXP(-ETR*30.)

H = ZS(NSTEP) - ZB

* MOLECULAR DIFFUSION COEFFICIENT OF DO CEDDY = (0.21+0.052*SIN(2*PI*NSTEP/365+2.61))*lE-4

REAERATION

CS = 14.562 - 0.41022*TE(N) + 0.00799*TE(N)**2

- 0.000077774*TE(N)**3

DC = CS - C(N) USTAR = 0.0015/(1+EXP((UW(NSTEP)-12.5)/1.56))+0.0014

IF(NSTEP.LE.243) THEN DK20= 15.94E-5*0.0396*USTAR/8.0

ELSE DK20= 15.94E-5*0.0396*USTAR/14.0

ENDIF DK2 = 24.*3600.*DK20*1.041**(TE(N)-20.)

DDR = DK2*DC

*

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APPENDIX B COMPUTER PROGRAM

* MAIN SPATIAL LOOP IN VERTICAL DIRECTION

DO 100 I = N, 2, -1

Zl = ZB + (FLOAT(I)-0.5)*DZ DEPTH = ZS(NSTEP) - Zl

AV = (A(I+l)+A(I))/2.0

CBOD

44 DKl=0.10*1.047**(TE(I)-20.) DDCB = -DK1*CL(I)

NBOD

TC = KN2*1.08**(TE(I)-20.) TKN = 0.18 DDN = -TC*TKN

DETERMINATION OF DIFFUSION TERM

IF(I.EQ.N) THEN DCV = 0.0 DMT = 0.0 ELSE DM = E(I) + CEDDY*24*3600. DMT1 = DM*A(I+1)*DTI/AV/DZ/DZ*(C(I+1)-C(I)) - DM*A(I)*DTI/AV/DZ/DZ*(C(I)-C(I-1)) ENDIF

IF(DMT1.GT.0.)THEN DMT = DMT1

ELSE DMT = 0.

ENDIF

* DETERMINATION OF VERTICAL ADVECTION TERM

CALL VERADV(V(I), V(I+1 ),C(I-1 ),C(I),C(I+1), AV,DZ,DTI,DCV)

* DETERMINATION OF SOURCE OR SINK DUE TO WATER DISPLACMENT * BY INFLOWS AND OUTFLOWS

CALL HORADV(NSTEP,Zl,UIN,UOUT) DCH = (UIN*CS-UOUT*C(I))*DTI/AV

Page 43: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

SEDIMENT OXYGEN DEMAND SOD(G/MA2-D)

CSC= KC*1.103**(TE(I)-20.) BC = UB*1.14**(TE(I) - 25.) SOD = CSC*C(I) + BC *C(I)/(K02+C(I)) FAC = (A(I)-A(I-1))/A(I)/DZ DSOD = -SOD*FAC

* PHOTOSYNTHESIS TERM P

TEMPERATURE CORRECTION FUNCTION GT = 1.066**(TE(I) - 20.)

LIGHT EXTINCTION FUNCTION ET = EXP(-ETR * (ZS(NSTEP) - Zl)) Fl = FO * ET GI = FI/FS*EXP(1. - FI/FS)

NUTRIENT LIMITATION FUNCTION DIN LEVEL, DINO = 0.04MG/L WHEN DEPTH<15M OTHERWISE DINO=0.05MG/L

IF(DEPTH.LE.15) THEN DINO = 0.04 ELSE DINO = 0.05 ENDIF GN = DINO/(KN+DINO)

UMAX =1.0 CCHL=150 P = 0.00267*CCHL*UMAX*GI*GT*GN*PT(I)

ALGAL RESPIRATION

RT = 0.10* 1.08 **(TE(I)-20.) R = -0.00267*CCHL*RT*PT(I) IF(ABS(R).GT.SODMAX) SODMAX = ABS(R)

FINAL DO BUDGET

C(I) = C(I) + DMT + DCV + DCH + DDCB *DTI + DDN*DTI + P*DTI + R*DTI + DSOD*DTI

IF(DEPTH.LT.8.) THEN C(I) = C(I) + DDR*DTI ENDIF

IF(I.EQ.(N-6).AND.MOD(NSTEP,5).EQ.0)THEN WRITE(5,22)NSTEP,P,R,DDCB,DDN,DDR,-S0D,DMT,DCV,DCH,Z1

22 FORMAT(I5,10F10.3)

Page 44: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-30

ENDIF

IF(C(I).LT.O.) THEN C(I) = 0. ELSEIF(C(I).GT.CS) THEN C(I) = CS ENDIF

100 CONTINUE

CL(1) = CL(2) C(1) = C(2)

RETURN END

* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER 0-3M WATER

FUNCTION CHLO(NSTEP) CHLO = 1.9947-NSTEP*6.9109E-2+NSTEP**2*7.0335E-4 -NSTEP**3*1.4877E-6 END

* *****************************************************************************

* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER 3-6M WATER * *****************************************************************************

FUNCTION CHL3(NSTEP) CHL3 = 1.9744-NSTEP*5.9482E-2+NSTEP**2*5.7251E-4 -NSTEP**3*1.1451E-6 END

* *****************************************************************************

* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER 6-9M WATER * *****************************************************************************

FUNCTION CHL6(NSTEP) CHL6 = 1.9845-NSTEP*5.5053E-2+NSTEP**2*5.0723E-4 -NSTEP**3*9.6516E-7 END

* *****************************************************************************

* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER 9-12M WATER * ******************************************************************************

FUNCTION CHL9(NSTEP) CHL9 = 2.4021-NSTEP*8.5255E-2+NSTEP**2*9.1013E-4 -NSTEP**3*2.1666E-6 END

* ****************************************************************************

* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER > 12M WATER * *****************************************************************************

Page 45: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-31

FUNCTION CHL12(NSTEP)

CHL12 = 1.6282-NSTEP*6.5414E-2+NSTEP**2*7 3030E 4 -NSTEP**3*1.7622E-6 END

****************************************************„„„:^^^;k^^^^^^ SUBROUTINE VERADV

THIS SUBROUTINE IS FOR CALCULATION OF VERTICAL ADVECTION TERM IN HEAT OR MASS CONTROL EQUATIONS **************************************************w^,^^^^^^^^^^^Hc!j:

SUBROUTINE VERADV(V1,V2,G0,G1,G2,AV,DZ,DT,DCV)

IF(V1.GE.0..AND.V2.GE.0.) THEN DCV = (V1*G0 - V2*G1)*DT/AV/DZ ENDIF

IF(V1.LE.0..AND.V2.LE.0.) THEN DCV = (V1*G1 - V2*G2)*DT/AV/DZ ENDIF

IF(V1 .GE.0..AND.V2.LE.0.) THEN DCV = (V1*G0 - V2*G2)*DT/AV/DZ ENDIF

IF(V1.LE.0..AND.V2.GE.0.) THEN DCV = (V1*G1 - V2*G1)*DT/AV/DZ ENDIF

RETURN END

***************************************************************!):!(!!|t!i<:)!!):!|;!)C!l!Jf:!(!;(!!f!!):!i!W

SUBROUTINE HORADV THIS SUBROUTINE IS FOR CALCULATION OF HORIZONTAL VELOCITY IN A LAYER DUE TO DISPLACMENT OF WATER THROUGH INFLOWS OR OUTFLOWS ****************************^*^^^^^^^^^#^^^^+^^^^^^+^#^%+^^^+^^^^^^^^^^^^+^;);j(!j(::(;:)!5(!

SUBROUTINE HORADV(NSTEP,Zl,UIN,UOUT)

INCLUDE PARAT.H'

IF(Z1.LT.ZIN)THEN UIN=0.0 ELSE

CALL LINEP0LI(ZBB,BB,23,Z1,YB) UIN = UI*FUNCP(Z1,ZS(NSTEP),ZS(NSTEP)-ZIN) ENDIF

IF(UOMl.EQ.0.0)THEN UO 1=0.0 ELSE IF(NSTEP.LT. 11 .OR.NSTEP.GT.275) THEN Z0UT1U = ZS(NSTEP)

Page 46: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-32

ZOUT = ZOUT 1U ELSE ZOUT = ZOUT 1 ENDIF DOUT = DOUT1 UOl = UOMl*FUNCP(Zl,ZOUT,DOUT) ENDIF

UOUT = U01

DO 11 L=l,LO

IF(UOM2(L).EQ.0.0) THEN UO2=0.0 ELSE ZOUT = ZOUT2(L) DOUT = DOUT2(L) U02 = UOM2(L)*FUNCP(Zl,ZOUT,DOUT) ENDIF

UOUT = UOUT + U02

11 CONTINUE

RETURN END

Page 47: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

IRON AND MANGANESE MODELS

Outline of the program RESMOD-FeMn

The R E S M O D - F E / M n models include all major internal and external sources and sinks.

Almost all coefficients are affected by temperature, and that effect is included in a series of

temperature rate multipliers. The flux term due to inflows is represented by dch and

vertical advection term, dcv and diffusion term, dmt. The above physical transport terms

are computed in a series of subroutines. The constituent fluxes from internal sources or

sinks, such as sediment release, oxidation and coagulation are specified by updating

computations. The total sources amd sinks for Fe and Mn in the transport computation is

then the sum of the external and internal source and sinks. Computations is using explicit

scheme.

* *****************************************************************

* SUBROUTINE METAL * THIS SUBROUTINE CALCULATES THE FLUX OF IRON AND MANGANESE * IN WATER AND INTERFACE BETWEEN WATER AND BOTTOM SEDIMENT * RSF - RELEASE RATE OF FE(II) FROM SEDIMENT * RSM - RELEASE RATE OF MN(II) FROM SEDIMENT * ROX - OXIDATION RATE OF FE(II) IN THE WATER COLUMN * ROXM - OXIDATION RATE OF MN(II) IN THE WATER COLUMN * SF - COAGULATION RATE OF FE(III) IN THE WATER COLUMN * SM - COAGULATION RATE OF MN(III,IV) IN THE WATER COLUMN * *****************************************************************

SUBROUTINE METAL(NSTEP,DTI)

INCLUDE PARAT.H'

DM = 0.039 H = ZS(NSTEP) - ZB FAC = A(1)*2./(A(1)+A(2))/DZ

SF = 0.003 SM = 0.005 RSF = 0.0 RSM = 0.0 ROX 1=0.055 ROXM 1=0.02

* MODEL A IF(C(1).LE.3.8)THEN ROXM = 0.0 ELSE

Page 48: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B_34

ROXM = ROXM 1 ENDIF IF(C(1).LE.3.0)THEN ROX = 0.0 ELSE ROX = ROX 1 ENDIF

MODEL B C ROX = ROX1*C(1)/(C(1)+3.0)

C R O X M = R O X M 1 *C( 1 )/(C( 1 )+3.8)

IF(C(1).LE.4.8)THEN RSM = 0.01*EXP(0.154*TE(1)) ENDIF

IF(C(1).LE.4.0)THEN RSF = 0.01*EXP(0.154*TE(1))

ENDIF

FE( 1) = FE(1) + RSF*FAC*DTI - SF*FE(1)*DTI CM(1) = CM(1) + RSM*FAC*DTI - SM*CM(1)*DTI

FE2(1) = FE2(1) + RSF*FAC*DTI - ROX*FE2(l)*DTI

FE3(1) = FE(1)-FE2(1)

CM2(1) = CM2(1) + RSM*FAC*DTI - ROXM*CM2(l)*DTI

CM3(1) = CM(1)-CM2(1)

IF(FE( 1 ).LT.0.0) FE( 1) = 0.0 IF(CMd).LT.O.O) CM(1) = 0.0 1F(FE2(1).LT.0.0) FE2(1) = 0.0

IF(CM2(1).LT.0.0) CM2(1) = 0.0 IF(FE3(1).LT.0.0) FE3(1) = 0.0 IF(CM3(1).LT.0.0) CM3(1) = 0.0

DO 100 I = 2, N

Zl = ZB + (FLOAT(I)-0.5)*DZ

DEPTH = ZS(NSTEP) - Zl

AV = (A(I+l)+A(I))/2.0

CALL HORADV(NSTEP,Zl,UIN,UOUT)

DETERMINATION OF TOTAL FE & M N

IF(LEQ.N) THEN

DCV = 0.0 DMT = 0.0 DCVM = 0.0 DMTM = 0.0

Page 49: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-35

ELSE

DMT = DM*A(I+1)*DTI/AV/DZ/DZ*(FE(I+1)-FE(I)) - DM*A(I)*DTI/AV/DZ/DZ*(FE(I)-FE(I-1))

CALL VERADV(V(I),V(I+1 ),FE(I-1 ),FE(I),FE(I+1), AV,DZ,DTI,DCV)

DMTM = DM*A(I+1)*DTI/AV/DZ/DZ*(CM(I+1)-CM(I)) -DM*A(I)*DTI/AV/DZ/DZ*(CM(I)-CM(I-1))

CALL VERADV(V(I),V(I+1 ),CM(I- 1),CM(I),CM(I+1), AV,DZ,DTI,DCVM)

ENDIF

* INFLOWING FE & M N CONCENTRATIONS

IF(DEPTH.LT.15.0) THEN FEIN = 0.18 CMIN = 0.034 FE2IN = 0.063 CM2IN = 0.023 ELSE FEIN =1.92 CMIN = 0.325 FE2IN= 1.164 CM2IN = 0.307 ENDIF

444 DCH = (UIN*FEIN - UOUT*FE(I))*DTI/AV DCHM = (UIN*CMIN - UOUT*CM(I))*DTI/AV

- MODEL A IF(C(I).LE.3.8) THEN ROXM = 0.0 ELSE ROXM = ROXM 1 ENDIF IF(C(I).LE.3.0) THEN ROX = 0.0 ELSE ROX = ROX1 ENDIF

* —- MODEL B CC ROX = ROX 1 *C(I)/(C(I)+3.0) CC ROXM = ROXM 1 *C(I)/(C(I)+3.8)

IF(C(I).LE.4.8) THEN RSM = 0.01*EXP(0.154*TE(I))

ELSE RSM = 0.0

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APPENDIX B COMPUTER PROGRAM

ENDIF

IF(C(I).LE.4.0) THEN RSF = 0.01*EXP(0.154*TE(I))

ELSE RSF = 0.0

ENDIF

IF(I.EQ.2) THEN WRITE(3,*) NSTEP,DEPTH,RSM,RSF ENDIF

IF(DEPTH.GE.30.0) THEN SM = 0.005 SF = 0.003 ELSE SM = 0.010 SF = 0.005 ENDIF

FAC = (A(I)-A(I-1))/A(I)/DZ

FE(I) = FE(I) + DMT + DCV + DCH + RSF*DTI*FAC - SF*FE(I)*DTI

CM(I) = CM(I) + DMTM + DCVM + DCHM + RSM*DTI*FAC - SM*CM(I)*DTI

IF(FEd).LT.O.O) FE(I) = 0.0 IF(CM(I).LT.0.0) CM(I) = 0.0

* ***************************************************

* * DETERMINATION OF SOLUBLE FE+2 & MN+2 * ***************************************************

IF(I.EQ.N) THEN DCV = 0.0 D M T = 0.0 D C V M = 0.0 D M T M = 0.0 ELSE

DMT = DM*A(I+1)*DTI/AV/DZ/DZ*(FE2(I+1)-FE2(I)) - DM*A(I)*DTI/AV/DZ/DZ*(FE2(I)-FE2(I-1)) CALL VERADV(V(I), V(I+1 ),FE2(I-1 ),FE2(I),FE2(I+1), AV,DZ,DTI,DCV)

DMTM = DM*A(I+1)*DTI/AV/DZ/DZ*(CM2(I+1)-CM2(I)) - DM*A(I)*DTI/AV/DZ/DZ*(CM2(I)-CM2(I-1)) CALLVERADV(V(I),V(I+1),CM2(I-1),CM2(I),CM2(1+1), AV,DZ,DTI,DCVM)

ENDIF

DCH = (UIN*FE2IN - UOUT*FE2(I))*DTI/AV

Page 51: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-37

DCHM = (UIN*CM2IN - U0UT*CM2(I))*DTI/AV

FAC = (A(I)-A(I-l))/A(I)/DZ

FE2(I) = FE2(I) + DMT + DCV + DCH + RSF*DTI*FAC - R0X*FE2(I)*DTI CM2(I) = CM2(I) + DMTM + DCVM + DCHM + RSM*DTI*FAC - ROXM*CM2(I)*DTI

IF(FE2(I).LT.0.0) FE2(I) = 0.0 IF(CM2(I).LT.0.0) CM2(I) = 0.0

FE3(I) = FE(I) - FE2(I) CM3(I) = CM(I) - CM2(I) IF(FE3(I).LT.0.0) FE3(I) = 0.0 IF(CM3(I).LT.0.0) CM3(I) = 0.0

100 CONTINUE

RETURN END

POLOTTING PROGRAM FOR COMPARISON BETWEEN PREDICTED AND MEASURED RESULTS

Outline of the plotting program

This program uses plot88 and F O R T R A N to plot the comparison graphs between field and

predicted data for R E S M O D . It establishes communication between simulation data and

field data.

*************************************************************************************

* THIS IS PLOTTING PROGRAM IS FOR COMPARISON BETWEEN PREDICTED * * AND MEASURED RESULTS. * * TE, TEV = WATER TEMPERATURE OF SIMULATION AND MEASUREMENT * * C, CV = DO CONCENTRATION OF SIMULATION AND MEASUREMENT * * FE, FEV = TOTAL IRON CONCENTRATIONS OF SIMULATION AND MEASUREMENTS * * CM, CMV = TOTAL MANAGENESE CONCENTRATIONS OF SIMULATION * * AND MEASUREMENTS * * FE2, FEV2 = DISSOLVED IRON CONCENTRATIONS OF SIMULATION AND * * MEASUREMENTS * * CM2, CMV2 = DISSOLVED MANAGENESE CONCENTRATIONS OF SIMULATION * * AND MEASUREMENTS * * FE3, FEV3 = PARTICULATE IRON CONCENTRATIONS OF SIMULATION AND * * MEASUREMENTS * * CM3, CMV3 = PARTICULATE MANAGENESE CONCENTRATIONS OF SIMULATION * * AND MEASUREMENTS *

Page 52: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

* Z, ZV = ELEVATIONS OF POINTS FOR SIMULATION AND MEASUREMENT * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * . , . .J.*,!;.)..!,

PROGRAM PLOTTING

DIMENSION Z(50),TE(50),ZV(80),TEV(80),C(80),CV(80),FE(50), .FEV(80).CM(50),CMV(80),X(50),FE2(80),CM2(80),FE3(80),CM3(80), ,FEV2(80),CMV2(80),FEV3(80),CMV3(80),X1(50),Y1(50)

CHARACTER *20 FNAME CHARACTER *20 CA,CD,CCW DATA FACT/1.0/

C OPEN FILE WHICH CONTAINS THE CONTROL PARAMETERS OPEN( 10,FILE= CON3.DAT') READ( 10,*) NDAV,ND,ISET,ICON,KP

WRITE(*,*) INPUT MODEL DATA FILE NAME = ' READ(*,*) FNAME

CALL OPENF(ISET,NDAV,FNAME,ICON)

C LN=NUMBER OF LINE, LC=NUMBER OF COLUMN, LF=FILE NUMBER, LN = 2 LC = 2 LF = 0 SUM = 0.0

C K = NUMBER OF PAGES

DO 400 K= 1,2

IF(KP.EQ. 1 .AND.K.EQ.2) GOTO 500

XMIN = 5. YMIN = -19. XMAX = 23.5 YMAX = 8.0

DO 10 JO = 1,LN YMIN = YMIN + 9. DO20JN= 1,LC XMIN = XMIN - 8. XMAX = XMAX - 8.

C INPUT SIMULATION RESULTS CALLREREAD(CA,N,ZS,Z,TE,C,FE,CM,FE2,CM2,FE3,CM3,X,9) Nl =N-ND

C INPUT MEASUREMENT DATA LF = LF + 1 CALLMEASURE(ZV,TEV,CV,FEV,CMV,FEV2,CMV2,FEV3,CMV3,

ZS,LP,LF,12)

C CALCULATING RELIABILITY INDEX RI

Page 53: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-39

IF(ICON.EQ.l) CALL RELIAB(Z,TE,N,ZV,TEV,LP,SUM) IF(ICON.EQ.2) CALL RELIAB(Z,C,N,ZV,CV,LP,SUM) IF(ICON.EQ.(-l)) CALL RELIAB(Z,FE,N,ZV,FEV,LP,SUM) IF(ICON.EQ.(-2)) CALL RELIAB(Z,CM,N,ZV,CMV,LP,SUM) IF(ICON.EQ.(-3)) CALL RELIAB(Z,FE2,N,ZV,FEV2,LP,SUM) IF(ICON.EQ.(-4)) CALL RELIAB(Z,CM2,N,ZV,CMV2,LP,SUM)

IF(KP.EQ.2.AND.K.EQ.l) GOTO 20 WRITE(*,*) MEASUREMENT DATA'

WRITE(*.*)(ZV(I),TEV(I),CV(I),FEV(I),CMV(I),FEV2(I), CMV2(I),FEV3(I),CMV3(I),I= 1 ,LP)

IF(NDAV.EQ.1)THEN

CD = DAVl' YB = 255. YE = 325. ELSEIF(NDAV.EQ.6) THEN CD = DAV6' YB = 255. YE = 325. ELSEIF(NDAV.EQ.12) THEN CD = DAVl 2' YB = 255. YE = 325. ELSEIF(NDAV.EQ.7) THEN CD = DAV07' YB = 255. YE = 325.

ENDIF

IF(ICON.EQ.l)THEN XB = 0. XE = 30. CCW = TEMPETURE - C ' CALL M0ARY(TE,X1,N,N1) CALL MOARY(Z,Y1 ,N,N 1) CALLSHEET(CA,X1,Y1,N1,TEV,ZV,ZS,LP) CALL DRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1 ,Y1 ,N1,

TEV,ZV,LP,CA,CD,CCW, 1)

ELSEIF(ICON.EQ.2) THEN XB = 0. XE=12. CCW = DO — (MG/L) '

CALL MOARY(C,Xl,N,Nl) CALL MOARY(Z, Y1 ,N,N 1) CALL SHEET(CA,X 1 ,Y 1 ,N1,CV,ZV,ZS,LP) CALL DRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB ,XE,YB,YE,X 1,Y1 ,N 1,

CV,ZV,LP,C A,CD,CCW, 1)

ELSEIF(ICON.EQ.(-l)) THEN XB = 0. XE = 0.6

Page 54: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

CCW = FE — (MG/L) ' CALL MOARY(FE,Xl,N,Nl) CALL MOARY(Z,Y1 ,N,N 1) CALL SHEET(CA,X1 ,Y 1 ,N1 ,FEV,ZV,ZS,LP) CALL DRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB ,XE,YB,YE,X1,Y1,N1,

FEV,ZV,LP,CA,CD,CCW,2)

ELSEIF(ICON.EQ.(-2)) THEN XB = 0. XE = 0.5 CCW = M N — (MG/L)' CALL M0ARY(CM,X1,N,N1) CALL M0ARY(Z,Y1 ,N,N1) CALL SHEET(CA,X 1,Y1 ,N 1 ,CMV,ZV,ZS,LP) CALL DRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB ,XE,YB ,YE,X 1 ,Y 1 ,N1,

CMV,ZV,LP,CA,CD,CCW,2)

ELSEIF(ICON.EQ.(-3)) THEN XB = 0. XE = 0.5 CCW = FE+2 - (MG/L)' CALL M0ARY(FE2,X1 ,N,N1) CALL MOARY(Z, Y1 ,N,N 1) CALLSHEET(CA,X1,Y1,N1,FEV2,ZV,ZS,LP) CALLDRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1,Y1,N1,

FEV2,ZV,LP,CA,CD,CCW,2)

ELSEIF(ICON.EQ.(-4)) THEN XB = 0. XE = 0.5 CCW = MN+2 - (MG/L)' CALL M0ARY(CM2,X1,N,N1) CALL MOARY(Z,Y1 ,N,N 1) CALL SHEET(CA,X1 ,Y1 ,N1 ,CMV2,ZV,ZS,LP) CALLDRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1,Y1,N1,

CMV2,ZV,LP,CA,CD,CCW,2)

ELSEIF(ICON.EQ.(-5)) THEN XB = 0. XE = 0.5 CCW = FE+3 - (MG/L)' CALL MOARY(FE3,Xl,N,Nl) CALL M0ARY(Z,Y1 ,N,N1) CALLSHEET(CA,X1,Y1,N1,FEV3,ZV,ZS,LP) CALLDRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1,Y1,N1,

FEV3,ZV,LP,CA,CD,CCW,2)

ELSEIF(ICON.EQ.(-6)) THEN XB = 0. XE = 0.1 CCW = MN+3 - (MG/L)' CALL MOARY(CM3,Xl ,N,N1) CALL MOARY(Z,Y 1 ,N,N 1) CALL SHEET(CA,X1,Y1 ,N1,CMV3,ZV,ZS,LP) CALLDRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1,Y1,N1,

Page 55: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

CMV3,ZV,LP,CA,CD,CCW,2)

ENDIF

20 CONTINUE

XMIN = XMIN + 16. XMAX = XMAX + 16.

10 CONTINUE 400 CONTINUE

500 CALL PLOT(0.0,0.0,+999)

RI = (1.+ SQRT(SUM))/(1. - SQRT(SUM)) WRITE(*,*) RELIABILITY INDEX RI=',RI

STOP END

* THIS SUBROUTNE IS FOR INPUT OF MEASUREMENT DATA

SUBROUTINE MEASURE(ZV,TEV,CV,FEV,CMV,FEV2,CMV2,FEV3,CMV3, ZS,LP,LF,IFN)

DIMENSION TEV(80),ZV(80),CV(80),FEV(80),CMV(80),FEV2(80), CMV2(80),FEV3(80),CMV3(80)

CHARACTER*95 CC

DO 1001= 1,IFN READ(LF,*) CC

100 CONTINUE

LP = 0

20 READ(LF,300,END=10) N5,A1 ,A2,A3,A4,A5,A6,A7,A8,A9 300 FORMAT(I5, F10.1, 4F8.2, 2F8.1, F8.4, F8.2) C300 FORMAT(I5, F10.1, 2F8.2,F8.3,F8.2,F8.3,F8.1, F8.4, F8.2)

LP = LP + 1 ZV(LP) = ZS-A1 TEV(LP) = A2 CV(LP) = A7 FEV(LP) = A8 CMV(LP) = A9 FEV2(LP) = A4 CMV2(LP) = A6 GOTO 20

10 CALL CHANG(ZV,LP) CALL CHANG(TEV,LP) CALL CHANG(CV,LP) CALL CHANG(FEV.LP) CALL CHANG(CMV,LP) CALL CHANG(FEV2,LP) CALL CHANG(CMV2,LP)

Page 56: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B

DO 1501= LLP FEV3(I) = FEV(I) - FEV2(I) CMV3(I) = CMV(I) - CMV2(I)

150 CONTINUE

RETURN END

**************************************************************************

SUBROUTINE CHANG(A,L) DIMENSION A(L),TEMP(80)

DO 10 1=1, L TEMP(I) = A(L-I+1)

10 CONTINUE

DO20I=l,L A(I) = TEMP(I)

20 CONTINUE

RETURN END

************************************************************************ * THIS SUBROUTINE IS FOR OPENNING FILES *************************************************************************

SUBROUTINE OPENF(ISET,NDAV,FNAME,ICON) CHARACTER *20 FNAME

IF(ISET.GT.O) THEN

IF(NDAV.EQ.1)THEN * TE AND DO COMPARISON AT DAV1

OPEN( 1 ,FILE=FIELD\DAV01\DA11110.DAT5) OPEN(2,FILE=FIELD\DAV01\DAV0110.DAT') OPEN(3,HLE=EIELD\DAV01\DAV0111 .DAT^ OPEN(4,FILE=FIELD\DAV01\DAV0113.DAT') OPEN(5,FILE='FIELD\DAV01\DA1152.DAT1) OPEN(6,FILE=FIELD\DAV01\DAV0118.DAT') OPEN(7,FILE=FIELD\DAV01\DAV0125.DAT') OPEN(8,FILE='FIELD\DAV01\DAV0130.DAT')

ELSEIF(NDAV.EQ.6) THEN * TE AND DO COMPARISON AT DAV6

OPEN( 1 ,FILE='FIELD\DAV06\DA61110.DAT') OPEN(2,FILE=FIELD\DA V06\DAV0610.DAT') OPEN(3,FILE=FIELD\DAV06\DAV0611 .DAT') OPEN(4,FILE=FIELD\DAV06\DAV0613.DAT') OPEN(5,FILE=FIELD\DAV06\DA6152.DAT') OPEN(6,FILE=FIELD\DAV06VDAV0618.DAT') OPEN(7,FILE='FIELD\DAV06\DAV0625.DAT') OPEN(8,F1LE=FIELD\DAV06\DAV0630.DAT')

ELSE1F(NDAV.EQ. 12) THEN

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APPENDIX B COMPUTER PROGRAM

* TE AND DO COMPARISON AT DAV12

OPEN( 1 ,FILE=FIELD\DAV12\DA12110.DAT7) OPEN(2,FILE=FIELD\DAV12\DAV1210.DAT') OPEN( 3 ,FILE=FIELD\DAV 12\D AV1211 .DAT") OPEN(4,FILE= FIELD\DAV12\DAV1213.DAT') OPEN(5,FILE= FIELD\DAV12\DA12152.DAT') OPEN(6,FILE=FIELD\DAV 12\DAV 121S-DATO OPEN(7,FILE=FIELD\DAV12\DAV1225.DAT7) OPEN(8,F1LE=FIELD\DAV12\DAV1230.DAT')

ELSEIF(NDAV.EQ.7) THEN * TE AND DO COMPARISON AT DAV7

OPEN( 1 ,FILE=FIELD\DAV06\DA611 lO-DAT7) OPEN(2,FILE=FIELD\DAV07\DAV0710-DAT5) OPEN(3,FILE=FIELD\DAV07\DAV0711 .DATO OPEN(4,FILE= FIELD\DAV07\DAV0713.DAT') OPEN(5 ,FTLE=FTELD\DAV07\DA7152.DAT') OPEN(6,FILE=FIELD\DAV07\DAV0718.DAT7) OPEN(7,FILE= FIELD\DAV07\DAV0725.DAT') OPEN(8,FILE=FIELD\DAV07\DAV0730.DAT')

ENDIF

ELSEIFdSET.LT.O.) THEN

IF(ICON.EQ.2.0R.ICON.EQ.l) THEN C FOR TEMPERATURE, DO AT DAV1,DAV6, DAV 12, DAV7 —-

OPEN( 1 ,FILE=FI£LD/DAV01/D AV0104.DAT') OPEN(2,FILE= FIELD/DA V01/DA V0111 .DATO OPEN(3,FILE=FIELD/DAV07/DA V0714.DAT') OPEN(4,FILE= FIELD/DA V01/DAV0118.DAT') OPEN(5 ,FILE= FIELD/DA VO1 /DAVO121 .DAT) OPEN(6,FILE=FIELD/DAV01/DAVO125 .DAT5) OPEN(7,FILE= FIELD/DA VOl/DAVOBO.DAT') OPEN(8,FILE=FIELD/DAV01/DAV0134.DAT0

ELSE

IF(NDAV.EQ.1)THEN C FOR TFE, FE+2, TMN & MN+2 AT DAVl —

OPEN( 1 ,FILE=FIELD/DAV01/FM06128.DAT') OPEN(2,FILE=FIELD/DAV01/FM05019.DAT') OPEN(3,FILE= FIELD/DA V01/FM01029.DAT') OPEN(4,HLE= FIELD/DA V01/FM01039.DAT7) OPEN(5,FILE=FIELD/DAV01/FM12039.DAT') OPEN(6,FILE= FIELD/DA V01/FM06049.DAT') OPEN(7,FILE= FIELD/D A VO 1/FM17059.DAT') OPEN(8,FILE=FIELD/DAV01/FM07069.DAT')

ELSEIF (NDAV.EQ.6) THEN C FOR TFE, FE+2, TMN & MN+2 AT DAV6 —-

OPEN( 1 ,FILE=FIELD/DAV06/EM06128.DAT) OPEN(2,FILE= FIELD/D A V06/EM05019.DAT7) OPEN(3,FILE= FIELD/DA V06/EM01029.DAT')

Page 58: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

OPEN(4,FILE=FIELD/DAV06/EM01039.DAT') OPEN(5,FILE=FIELD/DAV06/EM12039.DAT') OPEN(6,FILE=FIELD/DAV06/EM06049.DAT') OPEN(7,FILE=FIELD/DAV06/EM17059.DAT') 0PEN(8,FILE=FIELD/DA V06/EM07069.DAT')

ELSEIF (NDAV.EQ.12) THEN C FOR TFE, FE+2, TMN & MN+2 AT DAV 12 —

OPEN(1,FILE=FIELD/DAV12/GM06128.DAT') OPEN(2,FILE=FIELD/DAV12/GM05019.DAT') OPEN(3,FILE=FIELD/DAV06/EM01029.DAT') OPEN(4,FILE=FIELD/DAV12/GM01039.DATT) 0PEN(5 ,FILE=FIELD/DAV 12/GM12039.DAT') OPEN(6,FILE=FIELD/DAV12/GM06049.DAT') OPEN(7,FILE=FIELD/DAV06/EM17059.DAT') OPEN(8,FILE=FIELD/DAV06/EM07069.DAT')

ELSEIF (NDAV.EQ.7) THEN C FOR TFE, FE+2, TMN & MN+2 AT DAV07 —

OPEN( 1 ,FILE=FIELD/DAV06/EM06128.DAT') OPEN(2,FILE=FIELD/DAV07/HM05019.DAT') OPEN(3,FTLE=FIELD/DAV07/HM01029.DAT') OPEN(4,FILE=FIELD/DAV07/HM01039.DAT') OPEN(5,FILE=FIELD/DAV06/EM12039.DAT') OPEN(6,FILE=FIELD/DAV07/HM06049.DAT') OPEN(7,FTLE=FIELD/DAV06/EM17059.DAT') OPEN(8,nLE=FIELD/DAV06/EM07069.DAT') ENDIF

ENDIF

ENDIF

OPEN(9,FILE=FNAME) OPEN( 11 ,FILE= PAPER.DAT')

RETURN END

**********************************************************************

* THIS SUBROUTINE IS FOR INPUT SIMULATION RESULTS ***********************************************************************

SUBROUTINE REREAD(CA,N,ZS,Z,TE,C,FE,CM,FE2,CM2,FE3,CM3,X,JR)

DIMENSION Z(50),TE(80),C(80),FE(80),CM(80),X(80),FE2(80), CM2(80),FE3(80),CM3(80)

CHARACTER*20 CA

READ(JR,40) CA WRITE(*,*) CA

40 FORMAT(A20) READ(JR,*) N,ZS READ(JR,*)(Z(I),I=1,N) READ(JR,*)(TE(I),I=1,N)

Page 59: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-45

READ(JR,*)(C(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(FE(I),I=1,N) READ(JR,*) (CM(I),I=1,N) READ(JR,*) (FE2(I),I=1,N) READ(JR,*) (CM2(I),I=1,N) READ(JR,*) (FE3(I),I=1,N) READ(JR,*) (CM3(I),I=1,N)

RETURN END

********************************************************************************

* THIS SUB ROUTINE IS FOR FORMATION OF COMPARISON GRAPHY

SUBROUTINE DRAWING(FACT,XMIN, YMIN,XMAX,YM AX,XB ,XE,YB ,YE,TE,Z,N, TEV,ZV,LP,CA,CD,CCW,DG)

DATA SNX/6.0/,SNY/6.0/

DIMENSION TE(50),Z(50),TEV(80),ZV(80) CHARACTER*20 CA,CD,CCW

CALL FACTOR(FACT) CALL WINDOW(XMIN,YMIN,XMAX,YMAX)

CALL PLOT( 1.0,1.0,-3)

TE(N+1) = XB TE(N+2) = (XE-XB)/SNX Z(N+1) = YB Z(N+2) = (YE-YB)/SNY TEV(LP+1) = TE(N+1) TEV(LP+2) = TE(N+2) ZV(LP+1) = Z(N+1) ZV(LP+2) = Z(N+2)

CALL COLOR(7,0) CALL LINE(TE,Z,N, 1,0,3) CALL LINE(TEV,ZV,LP, 1,-1,2)

CALL COLOR(7,0) CALL STAXIS(.260,.250„ 152,. 152,DG) CALL AXIS(0.0,0.0,CCW,-15,SNX,0.0,TE(N+1),

. TE(N+2))

CALL STAXIS(.200,.250,. 152,. 152,0) CALL AXIS(0.0,0.0,'ELEVATION (M) ',15,SNY,90.0, Z(N+1), Z(N+2

D)

XI = 1.0

Page 60: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM

Yl =6.5 CALL SYMBOL(X1,Y1,.323,CA,0.0,20) XI = 2.5 Yl =-1.6 CALLSYMBOL(X1,Y1,.323,CD,0.0,20)

C DRAWING FRAME CALL PLOT(SNX,0.0,3) CALL PLOT(SNX,SNY,2) CALL PLOT(0.0,SNY,2) CALL PLOT(0.0,SNY,-3)

RETURN END

* THIS SUBROUTINE IS FOR CALCULATION OF RELIABILITY INDEX

SUBROUTINE RELIAB(Z,C,N,ZV,CV,LP,SUM)

DIMENSION Z(50), C(50), CV(LP), ZV(LP)

DO 101= LLP

CALL LINEPOLI(Z,C,N,ZV(I),Y) SUM = SUM + ((1.- CV(I)/Y)/(1.+ CV(I)/Y))**2

10 CONTINUE SUM = SUM / LP

RETURN END

************************************************************************

* WRITING DATA IN REVERSE ORDER *************************************************************************

SUBROUTINE MOARY(XO,X1,N,N1)

DIMENSION X0(N),X1(N1)

DO 101= 1,N1

Xld) = X0(l+(N-Nl))

10 CONTINUE

RETURN END

********************************************************** * FOR WRITT1NG THE DATA IN EXCEL WORKSHEET * **********************************************************

SUBROUTINE SHEET(CA,X1,Y1,N1,CV,ZV,ZS,LP) DIMENSION X1 (Nl ),Y1 (Nl ),CV(LP),ZV(LP)

Page 61: 1998 Dynamic modelling of water quality for a water supply

APPENDIX B COMPUTER PROGRAM B-47

CHARACTER*20 CA

WRITE(11,33)CA 33 FORMAT(A20)

IF(N1.GE.LP)THEN

DO 44 11= 1,N1 IF(II.LE.LP) THEN WRITE(11,555) X1(I1),ZS-Y1(II),CV(II),ZS-ZV(H) ELSE WRITE(11,555) X1(II),ZS-Y1(II),0,0 ENDIF

44 CONTINUE

ELSE DO 55 11= LLP IF(II.LE.N1)THEN WRITE(11,555) X1(II),ZS-Y1(II),CV(II),ZS-ZV(II) ELSE WRITE(11,555) 0,0,CV(II),ZS-ZV(II) ENDIF

55 CONTINUE ENDIF

555 FORMAT(4F15.4) RETURN END

FILE FOR CONTROL PARAMETERS - CON3.DAT

1 0 1-12 NDAV ND ISET ICON KP

ICON = 1 = 2 = 3 = 4 = 5 = 6 = 7 = -1 = -2 = -3 = -4 = -5 = -6

TEMPERATURE DO BOD NH4-N NOX CHL-A ORG-N FE MN FE+2 MN+2 FE+3 MN+3

ISET > 0 FOR COMPARISON OF TEMPERATURE AND DO SET < 0 FOR COMPARISON OF FE, MN, DO, TEMPERATURE SET

KP - NUMBER OF PAGES KP = 1 DRAW THE FIRST FOUR GRAPHYS = 2 DRAW THE SECOND FOUR GRAPHYS

NDAV - NUMBER OF INVESTIGATION STATION

Page 62: 1998 Dynamic modelling of water quality for a water supply

Appendix C Topography Data of Avon Lake C-l

Appendix C

TOPOGRAPHY DATA OF AVON LAKE

Table C-l Geometric data of the cross section at the dam wall of Avon lake

Elevation

(m)

256.20

256.72

259.52

262.03

264.59

268.84

272.07

278.53

282.92

287.20

289.95

298.26

300.82

302.14

304.71

305.45

308.16

311.10

316.48

319.47

321.63

324.02

325.66

Width (m)

3.05

12.20

18.30

26.43

42.29

54.89

65.06

75.22

85.39

91.49

99.62

101.65

104.70

105.72

128.08

134.18

146.38

160.61

185.00

201.27

217.53

227.70

235.83

Table C-2 Longitudinal section data of Avon reservoir

Elevation (m)

254.18

282.18

289.18

296.18

308.18

320.18

Longitudinal distance from the dam wall

(km)

0 7.6 14.3

17 18 21

Page 63: 1998 Dynamic modelling of water quality for a water supply

Appendix C Topography Data of Avon Lake

Table C-3 Data of elevation-area and volume for Avon reservoir

Elevation AHD (M) 256.2

257.725

260.775

263.825

266.875

269.925

272.975

276.025

279.075

282.125

285.175

288.225

291.275

294.325

297.375

300.425

303.475

306.525

309.575

311.1

314.15

317.2

320.25

Area(m2)

0 8255.88

28086.2

81142.3

175923

283614

420564

571922

853148

1.31E+06

1.81E+06

2.38E+06

3.01E+06

3.60E+06

4.25E+06

4.93E+06

5.63E+06

6.38E+06

7.18E+06

7.80E+06

8.61E+06

9.54E+06

1.06E+07

Volume (m3)

0 7528.11

59979.4

219547

602240

1.30E+06

2.36E+06

3.87E+06

6.03E+06

9.30E+06

1.40E+07

2.04E+07

2.86E+07

3.87E+07

5.06E+07

6.46E+07

8.07E+07

9.90E+07

1.20E+08

1.31E+08

1.56E+08

1.84E+08

2.14E+08

Page 64: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong D-l

Appendix D

CLIMATE DATA AT AVON AND WOLLONGONG

Table D-l Climate Data at Avon

Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon d a m Upper Avon humidity (mm)

Ol-Jul-89

02-Jul-89

03-Jul-89

04-Jul-89

05-Jul-89

06-Jul-89

07-Jul-89

08-Jul-89

09-Jul-89

10-Jul-89

ll-Jul-89

12-Jul-89

13-Jul-89

!4-Jul-89

l5-Jul-89

I6-Jul-89

17-Jul-89

l8Jul-89

I9-Jul-89

20-Jul-89

21-Jul-89

22-Jul-89

23-Jul-89

24-Jul-89

25-Jul-89

26-Jul-89

27Jul-89

28-Jul-89

29-Jul-89

30-Jul-89

31-Jul-89

Ol-Aug-89

02-Aug-89

03-Aug-89

04-Aug-89

05-Aug-89

06-Aug-89

07-Aug-89

08-Aug-89

09-Aug-89

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

(°C)

19.0

20.0

19.0

15.0

13.0

12.0

12.0

14.0

9.0 12.0

12.0

15.0

13.0

13.0

14.0

11.0

12.0

10.0

13.0

12.0

13.0

12.0

10.0

11.0

14.0

15.0

15.0

18.0

17.0

15.0

15.0

13.0

16.0

16.0

15.0

13.0

13.0

12.0

12.0

16.0

(mm)

0.4 0 0.2 0 0 0 0 0 0 3 0 0 0 0 0 1.6 2.8 0.2 0 0.4 0 0 0.2 2.8 0

17.8

0.2 0 0 0 0.2 1.8 0 0 0 0 0 0 0 0

(mm)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.5 0.0 0.0 0.0 0.0 0.0 2.4 5.1 0.0 0.0 0.0 0.0 0.0 0.0 5.2 14.6

3.8 4.1 6.2 0.3 0.0 0.0 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%

72 72 54 56 51 51 64 56 87 53 55 56 64 55 87 75 64 86 64 63 44 75 86 100 100 68 77 53 70 68 100 55 58 67 66 55 64 42 51 50

1.2 0.6 2.6 1.4 2 2 2.2 1.4 1.2 0.2 2.4 2.4 2.4 0.8 1.6 1 1 1.2 0.8 1.6 1.8 2.4 0.6 0.2 0.2 5.8 1.4 1.2 1.6 0.4 1.6 1.2 2.2 1.4 0.8 1.2 2.8 2.6 2.4 2.4

Page 65: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong

Date Julian Air Rainfall at Rainfall at Relative Evaporation

10-Aug-89 ll-Aug-89

!2-Aug-89

l3-Aug-89

14-Aug-89

!5-Aug-89

16-Aug-89

17-Aug-89

18-Aug-89

l9-Aug-89

20-Aug-89

2I-Aug-89

22-Aug-89

23-Aug-89

24-Aug-89

25-Aug-89

26-Aug-89

27-Aug-89

28-Aug-89

29-Aug-89

30-Aug-89

31-Aug-89

Ol-Sep-89

02-Sep-89

03-Sep-89

04-Sep-89

05-Sep-89

06-Sep-89

07-Sep-89

08-Sep-89

09-Sep-89

IO-Sep-89

ll-Sep-89

l2-Sep-89

l3-Sep-89

14-Sep-89

I5-Sep-89

l6-Sep-89

17-Sep-89

l8-Sep-89

l9-Sep-89

20-Sep-89

21-Sep-89

22-Sep-89

23-Sep-89

24-Sep-89

25-Sep-89

26-Sep-89

27-Sep-89

28-Sep-89

29-Sep-89

30-Sep-89

Date

41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92

temperature

(°C) 16.0

15.0

13.0

14.0

14.0

15.0

16.0

12.0

15.0

17.0

16.0

16.0

14.0

12.0

13.0

15.0

17.0

13.0

14.0

13.0

17.0

17.0

15.0

17.0

17.0

18.0

19.0

22.0

17.0

21.0

26.0

26.0

24.0

15.0

15.0

15.0

16.0

18.0

18.0

19.0

20.0

19.0

18.0

22.0

19.0

22.0

26.0

17.0

20.0

19.0

24.0

25.0

Avon dam (mm) 0 1.6 0 0 0 0 0 4.2 1.4 1.2 0 1.6 0 0 0 0 0 3.8 0 0 0 0 0 0 0.4 0 0 0 0 0 0 0 0.6 0 0.2 0 0 0 0 0.2 0 0 0 0 1.2 0 0 0 0 0 0 0

Upper Avon humidity (mm) % 5.9 50 0.0 48

0.0 64

2.1 66

0.0 66

0.0 67

10.9 67

8.3 100

0.9 78

0.0 70

3.8 100

0.0 68

0.0 66

0.0 53

0.0 51

0.0 48

3.0 41

0.0 42

0.0 44

0.0 64

0.0 44

0.0 53

0.0 48

0.0 59

1.6 62

0.4 60

0.0 51

0.0 29

0.0 53

0.0 57

0.0 26

0.0 26

0.0 26

0.0 48

0.0 89

0.0 46

0.0 41

0.0 44

0.0 60

0.0 38

0.0 40

0.0 46

0.0 62

0.0 52

0.0 36

0.0 49

0.0 42

0.0 51

0.0 46

0.0 62

0.0 39

0.0 41

(mm)

1.8 2.8 1.6 1.2 1.4 1.2 1 1.4 0.8 2.2 1.2 1.2 1.8 1.8 2.2 3.4 2.2 3.4 3.6 2.6 3.8 2.2 2.4 2.8 2.4 1 2.2 2.8 3.4 3 2.4 4.6 5.2 5 2.6 4 4.6 3.8 3.4 2.4 3.2 3 3 2.4 3.6 3.2 4.6 3 3.2 3.2 3 3.8

Page 66: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong D-3

Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon dam Upper Avon humidity (mm)

Ol-Oct-89 02-Oct-89

03-Oct-89 04-Oct-89

05-Oct-89

06-Oct-89 07-Oct-89

08-Oct-89

09-Oct-89

IO-Oct-89

Il-Oct-89

12-Oct-89

l3-Oct-89

14-Oct-89

15-Oct-89

!6-Oct-89

17-Oct-89

18-Oct-89

19-Oct-89

20-Oct-89

21-Oct-89

22-Oct-89

23-Oct-89

24-Oct-89

25-Oct-89

26-Oct-89

27-Oct-89

28-Oct-89

29-Oct-89

30-Oct-89

3I-Oct-89 Ol-Nov-89

02-Nov-89

03-Nov-89

04-Nov-89

05-Nov-89

06-Nov-89

07-Nov-89

08-Nov-89

09-Nov-89

IO-Nov-89

ll-Nov-89

12-Nov-89

13-Nov-89

l4-Nov-89

15-Nov-89

l6-Nov-89

17-Nov-89

18-Nov-89

19-Nov-89

20-Nov-89

21-Nov-89

93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144

(°C) 30.0

14.0

18.0

19.0

24.0

22.0

20.0

19.0

20.0

18.0

22.0

25.0

24.0

22.0

27.0

22.0

17.0

23.0

28.0

19.0

22.0

20.0

20.0

22.0

26.0

25.0

17.0

21.0

21.0

28.0

21.0

24.0

20.0

22.0

22.0

29.0

27.0

19.0

24.0

18.0

15.0

15.0

20.0

25.0

28.0

32.0

28.0

26.0

20.0

19.0

17.0

25.0

(mm) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.4 0.8 0 3.6 0 7 2.2 0 0 0 0 0 0 0 0 3.4 0

30.6

7.8 4.4 0 0.4 1.6 5.4 0 0 0 0 0.4 2 2

12.2

0.6

(mm) 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 3.0 1.2 0.0 0.0 0.0 5.0 3.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 3.4 0.0 4.3 11.8 3.5 0.5 4.3 5.3 2.7 1.3 0.4 0.0 1.5 3.3 4.4 2.6 37.5

0.8 0.0

%

24 46 51 54 37 36 57 36 38 36 31 24 39 22 22 63 79 59 59 36 49 59 72 81 42 41 34 49 49 37 42 24 63 49 65 40 62 72 33 71 89 89 72 47 51 36 68 69 80 80 70 59

3.8 6.8 4 3.6 2.6 4.8 4 3.4 6.8 5.2 5.2 5.4 4.6 5.6 6 5.6 5.6 1.2 3.2 4.8 5 4 3.8 2.2 2.8 3.2 4.2 8.4 4.6 3.6 6.6 6 4.6 3.8 4.8 2.8 6.6 4.8 1.8 5 2 0.4 0.8 3.6 4 5.4 4.8 4.4 1.4 3.6 1.6 1.8

Page 67: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong D.4

Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon dam Upper Avon humidity (mm)

22-Nov-89

23-Nov-89

24-Nov-89

25-Nov-89 26-Nov-89

27-Nov-89

28-Nov-89

29-Nov-89

30-Nov-89

Ol-Dec-89

02-Dec-89

03-Dec-89

04-Dec-89

05-Dec-89

06-Dec-89

07-Dec-89

08-Dec-89

09-Dec-89

10-Dec-89

ll-Dec-89

12-Dec-89

13-Dec-89

14-Dec-89

15-Dec-89

16-Dec-89

17-Dec-89

18-Dec-89

19-Dec-89

20-Dec-89

21-Dec-89

22-Dec-89

23-Dec-89

24-Dec-89

25-Dec-89

26-Dec-89

27-Dec-89

28-Dec-89

29-Dec-89

30-Dec-89

31-Dec-89

Ol-Jan-90

02-Jan-90

03-Jan-90

04-Jan-90

05-Jan-90

06-Jan-90

07-Jan-90

08-Jan-90

09-Jan-90

IO-Jan-90

ll-Jan-90

!2-Jan-90

145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196

(°C)

28.0

31.0

33.0

22.0

16.0

19.0

22.0

28.0

34.0

34.0

30.0

24.0

19.0

21.0

19.0

21.0

23.0

22.0

26.0

33.0

30.0

26.0

22.0

22.0

22.0

25.0

28.0

29.0

35.0

19.0

26.0

25.0

19.0

32.0

35.0

25.0

21.0

27.0

31.0

31.0

37.0

25.0

41.0

19.0

23.0

30.0

28.0

18.0

17.0

20.0

25.0

31.0

(mm) 0 0 0 0 9.8 0 0 0 0 0 0 6.2 0.2 9.4 17 14.4

2.2 0.1 10.4

0.4 1.4 0 6.2 0.4 0 0 0 0 0 0 0 0 0.8 0 0 0 0.6 0 0 0 0 0 0 0 0 0 0 11 18.6

16.2

1.4 0.8

(mm) 0.0 0.0 0.0 62.6

0.7 0.0 0.0 0.0 0.6 0.0 1.2 3.2 107.0

97.2

11.7

15.1

1.1 28.6

1.0 1.2 0.0 4.4 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.4 0.0 0.0 0.0 2.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.4 2.8 2.0 8.4 46.6

48.0

5.1 4.9 0.0

%

51 37 63 82 80 71 66 45 36 31 61 82 80 73 90 74 66 100 62 54 29 69 50 58 65 54 40 40 24 72 62 62 90 44 27 49 57 39 48 38 38 61 25 71 59 58 77 90 100 90 91 59

4.6 5.8 5.6 5.2 3.2 1.4 2.2 4 4.8 6.8 8 4.2 4.2 2.2 1.4 3.8 4.2 2.9 1.6 4.2 5.2 6 3.6 7.2 5 4.2 5.4 6.6 6.4 6.8 2.8 3.8 5.2 1.6 5.2 11.6

8.6 4.2 5.2 7 5.8 6 5 9.4 2.8 4 4.8 4 1.4 0.6 0.2 2.4

Page 68: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong D5

Date Julian Date

Air temperature

(°C)

Rainfall at Avon dam

(mm)

Rainfall at Relative Upper Avon humidity

(mm) %

Evaporation (mm)

13-Jan-90 14-Jan-90

15-Jan-90

16-Jan-90

17-Jan-90

18-Jan-90

19-Jan-90

20-Jan-90

21-Jan-90

22-Jan-90

23-Jan-90

24-Jan-90

25-Jan-90

26-Jan-90

27-Jan-90

28-Jan-90

29-Jan-90

30-Jan-90

31-Jan-90

Ol-Feb-90

02-Feb-90

03-Feb-90

04-Feb-90

05-Feb-90

06-Feb-90

07-Feb-90

08-Feb-90

09-Feb-90

10-Feb-90

ll-Feb-90

12-Feb-90

13-Feb-90

14-Feb-90

15-Feb-90

16-Feb-90

17-Feb-90

!8-Feb-90

19-Feb-90

20-Feb-90

21-Feb-90

22-Feb-90

23-Feb-90

24-Feb-90

25-Feb-90

26-Feb-90

27-Feb-90

28-Feb-90

Ol-Mar-90

02-Mar-90

03-Mar-90

04-Mar-90

05-Mar-90

197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248

28.0

17.0

22.0

19.0

23.0

30.0

25.0

35.0

19.0

19.0

26.0

29.0

26.0

29.0

36.0

32.0

19.0

25.0

30.0

27.0

17.0

18.0

20.0

26.0

21.0

21.0

21.0

23.0

23.0

22.0

22.0

21.0

23.0

24.0

27.0

30.0

24.0

25.0

28.0

28.0

29.0

28.0

26.0

26.0

24.0

24.0

27.0

27.0

26.0

31.0

30.0

31.0

0 1 2.2 2.2 0 0 0 0 0.4 0.6 0 0 0 0 0 0 0 0 0 2 0

113.2

111.4

38.8

1 2 2.2 18.2

6 8.6 0.8 0 0 0 0 0

28.6

0.8 0.4 0 0 4.6 6 0.4 4 0 0.8 0 0 0 0 0

0.4 25.2

14.7

0.6 0.0 0.0 0.4 6.1 8.8 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.8 1.5

155.0

143.0

23.8

8.3 23.8

17.3

35.7

23.4

4.0 6.1 0.0 0.0 0.0 0.0 0.0 9.6 6.1 0.0 0.0 0.0 1.8 45.0

2.3 24.6

0.0 2.1 0.0 0.0 0.0 0.0 1.3 2.9

84 100 100 80 52 41 91 41 90 72 92 46 46 45 42 30 72 47 47 77 100 100 100 75 73 90 91 91 100 73 73 67 67 75 56 76 83 69 50 77 59 91 70 76 75 76 70 70 84 49 64 66

5.2

5

0.6

1

4

4.6

5.2

4.2

5.8

1.6

2

4.6

6

5.6

4

7

4.6

2.8

4

6.2

2.6

2.6

2.6

3

3.5

0.8

1.2

4.4

2

3.2

4.8

3

3.2

3.6

3.6

4.2

7.4

3.4

3.2

3.8

4

4

3.2

2.6

3

4

2

3.8

5.4

3.4

4.0

6.8

Page 69: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong D-6

Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon dam Upper Avon humidity (mm)

06-Mar-90

07-Mar-90

08-Mar-90

09-Mar-90

l0-Mar-90

ll-Mar-90

12-Mar-90

13-Mar-90

14-Mar-90

15-Mar-90

16-Mar-90

17-Mar-90

18-Mar-90

19-Mar-90

20-Mar-90

21-Mar-90

22-Mar-90

23-Mar-90

24-Mar-90

25-Mar-90

26-Mar-90

27-Mar-90

28-Mar-90

29-Mar-90

30-Mar-90

31-Mar-90

Ol-Apr-90

02-Apr-90

03-Apr-90

04-Apr-90

05-Apr-90

06-Apr-90

07-Apr-90

08-Apr-90

09-Apr-90

10-Apr-90

ll-Apr-90

l2-Apr-90

13-Apr-90

l4-Apr-90

!5-Apr-90

16-Apr-90

17-Apr-90

l8-Apr-90

19-Apr-90

20-Apr-90

21-Apr-90

22-Apr-90

23-Apr-90

24-Apr-90

25-Apr-90

26-Apr-90

249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300

(°C) 26.0

21.0

22.0

32.0

29.0

31.0

20.0

20.0

23.0

29.0

22.0

26.0

23.0

20.0

21.0

22.0

22.0

21.0

23.0

22.0

24.0

24.0

27.0

21.0

20.0

20.0

24.0

22.0

20.0

18.0

18.0

26.0

22.0

18.0

18.0

17.0

20.0

25.0

27.0

21.0

18.0

16.0

19.0

18.0

21.0

19.0

20.0

21.0

23.0

21.0

19.0

16.0

(mm) 0.8 34 0 0 0 0 0.4 1.4 1.2 0 2 0.2 0

24.4

1 0.0 0.8 0.6 3.8 0.2 0.4 2.0 1.8 0.0 4.0 15.4

2.4 0 0

12.2

62 20 0.4 0

29.2

10.8

25.8

0.8 7.6 0.2 0.2 0.4 2.8 1.8 46.2

33.2

20.4

2 0 0 0.8 0.8

(mm) 44.0

0.6 0.0 0.0 0.0 4.6 7.3 6.5 0.0 26.7

2.7 0.7 22.3

4.8 1.9 0.0 9.5 0.5 0.0 4.8 5.7 0.7 1.3 4.9 15.1

4.2 0.0 6.0 42.4

48.0

33.4

0.0 96.5

69.5

14.2

21.2

0.4 4.9 85.8

2.7 1.8 8.4 0.5 61.8

30.8

20.5

1.0 0.0 0.0 0.0 0.0 5.2

%

100 47 58 30 59 83 63 64 67 53 90 69 100 81 65 74 82 74 82 82 74 67 90 81 90 82 75 82 72 100 100 63 82 100 90 100 100 100 63 100 90 80 81 90 100 100 64 72 58 43 46 51

4.2 6.0 4.4 3.6 3.8 4.6 4.0 5.4 3.2 1.5 4.0 1.0 3.2 3.8 2.0 3.4 2.2 2.8 2.0 2.2 1.4 2.6 2.2 3.4 2.8 1.6 0.8 2.2 2.4 2 2 0.4 2.2 1.2 1.2 2.2 1 0.8 2.8 2.6 2.8 1.2 1 1.8 2.2 1.2 2.3 2 3 3.8 3.4 5.6

Page 70: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong D-7

Date Julian Air Rainfall at Rainfall at Relative Evaporation

27-Apr-90

28-Apr-90

29-Apr-90

30-Apr-90

Ol-May-90

02-May-90

03-May-90

04-May-90

05-May-90

06-May-90

07-May-90

08-May-9O

09-May-90

IO-May-90

1 l-May-90

12-May-90

13-May-90

14-May-90

15-May-90

16-May-90

17-May-90

18-May-90

19-May-90

20-May-90

2 l-May-90

22-May-90

23-May-90

24-May-90

25-May-90

26-May-90

27-May-90

28-May-90

29-May-90

30-May-90

3 l-May-90

Ol-Jun-90

02-Jun-90

03-Jun-90

04-Jun-90

05-Jun-90

06-Jun-90

07-Jun-90

08-Jun-90

09-Jun-90

10-Jun-90

ll-Jun-90

l2-Jun-90

!3-Jun-90

14-Jun-90

15-Jun-90

)6-Jun-90

!7-Jun-90

Date

301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352

temperature (()

17.0

17.0

21.0

20.0

21.0

23.0

20.0

25.0

25.0

22.0

17.0

19.0

23.0

24.0

23.0

24.0

19.0

16.0

16.0

16.0

18.0

13.0

16.0

16.0

14.0

14.0

16.0

13.0

14.0

17.0

17.0

17.0

16.0

17.0

17.0

14.0

12.0

16.0

16.0

14.0

14.0

14.0

12.0

16.0

19.0

16.0

16.0

16.0

14.0

16.0

17.0

14.0

Avon dam (mm) 2.2 0 0 0 0 0 0 0 0 0 0.2 1.2 0 0.2 0 0 0 0 0 0 0.6 7.2 2 0 0.2 0

26.4

40.4

22.6

0.8 0.4 0.2 0.8 0.8 21.0

2 0 0 0 0 1 0.2 3.8 2.4 0.2 0 0.2 0 1.6 0 0 0.1

Upper Avon (mm) 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.1 3.2 0.6 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.4 11.0 0.3 0.0 1.0 1.0 32.0

171.2

88.6

4.0 0.0 1.2 4.2 6.2 35.0

1.4 0.0 0.0 0.0 0.0 2.4 0.2 12.2

3.2 3.2 0.4 0.0 0.0 7.8 0.3 0.0 0.0 8.6

i humidity %

53 36 55 81 43 46 57 48 11 73 100 100 67 46 66 33 71 68 68 89 90 88 59 75 78 89 100 100 78 100 89 80 70 100 69 56 55 60 60 77 78 89 100 89 100 69 78 70 68 70 68

100

(mm)

3.4 2.2 3.0 3.2 3.4 2.8 3 1.4 3 4 1.4 1.2 1 2 2.6 1.8 3.8 2.2 1.4 0.4 0.4 1.6 2.2 1.2 1.4 1 0.8 2 1.8 0.8 1.8 0.8 0.8 2 0.4 3.2 3.4 2.2 2.2 1.8 0.2 1.2 0.2 0 0.8 1.2 0.6 1.2 2 1.2 1 0.1

Page 71: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong D-8

Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon d a m Upper Avon humidity (mm)

18-Jun-90

19-Jun-90

20-Jun-90

21-Jun-90

22-Jun-90

23-Jun-90

24-Jun-90

25-Jun-90

26-Jun-90

27Jun-90

28-Jun-90

29-Jun-90

30-Jun-90

353 354 355 356 357 358 359 360 361 362 363 364 365

(°C) 9.0 14.0

16.0

14.0

15.0

15.0

13.0

10.0

10.0

13.0

8.0 12.0

13.0

(mm) 7.6 3.4 0 0 0 0 0 0 0 0 0.2 0 0

(mm) 15.4

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.6

%

100 67 42 67 58 100 63 79 51 55 45 64 66

1.4 1 1 1.4 2.6 1.4 1.4 1.6 1.2 2 2.2 2.6 1.4

Page 72: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong D9

Table D-2 Wind speed data at the Avon dam and Wollongong

Date

I-J11I-8S

2-Jul-8S

3-Jul-89

4-Jul-89

5-Jul-89

6-Jul-89

7-Jul-89

8-Jul-89

9-Jul-89

10-Jul-89

ll-Jul-89

12-Jul-89

13-Jul-89

14-Jul-89

15-Jul-89

16-Jul-89

17-Jul-89

18-Jul-89

19-Jul-89

20-Jul-89

21-JuI-89

22-Jul-89

23-Jul-89

24-Jul-89

25-Jul-89

26-Jul-89

27-Jul-89

28-Jul-89

29-Jul-89

30-Jul-89

31-Jul-89

l-Aug-89

2-Aug-89

3-Aug-89

4-Aug-89

5-Aug-89

6-Aug-89

7-Aug-89

8-Aug-89

9-Aug-89

10-Aug-89

U-Aug-89

12-Aug-89

13-Aug-89

14-Aug-89

!5-Aug-89

16-Aug-89

I7-Aug-89

I8-Aug-89

Julian Date

1 2 3 4 5 6 7

8 9 10 11 12

13 14 15 16

17 18 19 20 21 22 23 24 25 26

27 28 29 30 31 32 33 34

35 36 37 38 39 40 41

42 43 44

45 46

47

48 49

Direction at Avon dam

SW NW NW

W SW

N W

SW

NW

NW

SW

NW NW

NW SW

SW

Wind force at the Avon dam (Beaufort)

0 0 0 0 3-4 3-4 1 0 0 2-3 1-2 0 0 0 0 0 1-2 0 0 0 0

0 0 0-1 0 0-1 0 0 1 0

1-2

0 0 0 1-2 2-3 1-2 1-2 0 1

0 0

0 0

0

0

0 0

Daily average wind speed at Wollongong (m/s)

0.56

1.16

1.61

5.14

9.13

3.79

5.74

1.63

1.86

7.55

11.36

6.11

3.82

2.4 1.69

1.18

2.01

5.44

4.69

5.87

4.91

0.92

1.78

5.68

7.74

2.87

1.48

4.05

4.29

2.7 4.18

7.22

1.82

0.92

1.61

4.35

3.64

4.84

5.94

4.61

4.46

8 5.02

3.54

1.89

0.66

0.86

2.21

1.8

Page 73: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong

19-Aug-89

20-Aug-89

21-Aug-89

22-Aug-89

23-Aug-89

24-Aug-89

25-Aug-89

26-Aug-89

27-Aug-89

28-Aug-89

29-Aug-89

30-Aug-89

31-Aug-89

l-Sep-89

2-Sep-89

3-Sep-89

4-Sep-89

5-Sep-89

6-Sep-89

7-Sep-89

8-Sep-89

9-Sep-89

10-Sep-89

ll-Sep-89

12-Sep-89

13-Sep-89

14-Sep-89

15-Sep-89

16-Sep-89

17-Sep-89

i8-Sep-89

19-Sep-89

20-Sep-89

21-Sep-89

22-Sep-89

23-Sep-89

24-Sep-89

25-Sep-89

26-Sep-89

27-Sep-89

28-Sep-89

29-Sep-89

30-Sep-89

l-Oct-89

2-Oct-89

3-Oct-89

4-Oct-89

5-Oct-89

6-Oct-89

7-Oct-89

8-Oct-89

9-Oct-89

10-Oct-89

50 51 52 53 54 55 56 57 58 59 60 61 62 63 64

65 66 67 68 69 70 71 72 73 74

75 76 77 78 79 80 81 82

83 84

85 86 87 88 89 90

91 92 93 94

95 96 97

98

99

100 101 102

N W

W

w w N W

w w SW

w N W SW N W

SW

w SW N W

NE N W

N W SW N W

N W SW

SW N W

N W

SW

SW SW

N W SW N W

N W

N W

N W

N W SW

1-2 0 0 0 1 3-4 1-2 3-4 3-4 1-2 2-3 1 1 1-2 4

0 0 0 1 1 1 2

1 1-2 0 2-3 2-3 2-3 0 1-2 2-3

1-2 1-2 0 1

1-2 0 0 1 1

0

0 0 1-2 3 1

0 1-2 1-2

0 4-5 1-2 3-4

1.18

1.16

1.44

2.62

5.96

8.19

4.78

4.48

7.22

4.52

9.56

3.84

2.66

4.31

4.61

2.79

3.41

3.28

1.2 3.17

2.21

3.09

2.4 2.96

3.24

5.7 8.75

7.95

3.32

1.44

1.67

1.74

3.47

1.56

2.68

5.47

1.76

3.47

4.89

4.63

2.04

2.59

3.32

4.44

4.57

2.79

2.38

2.51

2.57

2.38

3.97

4.78

5.83

Page 74: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong

1 l-Oct-89

12-Oct-89

13-Oct-89

14-Oct-89

15-Oct-89

16-Oct-89

17-Oct-89

18-Oct-89

19-Oct-89

20-Oct-89

21-Oct-89

22-Oct-89

23-Oct-89

24-Oct-89

25-Oct-89

26-Oct-89

27-Oct-89

28-Oct-89

29-Oct-89

30-Oct-89

31-Oct-89

l-Nov-89

2-Nov-89

3-Nov-89

4-Nov-89

5-Nov-89

6-Nov-89

7-Nov-89

8-Nov-89

9-Nov-89

10-Nov-89

ll-Nov-89

12-Nov-89

13-Nov-89

14_Nov-89

15-Nov-89

16-Nov-89

17-Nov-89

18-Nov-89

19-Nov-89

20-Nov-89

21-Nov-89

22-Nov-89

23-Nov-89

24-Nov-89

25-Nov-89

26-Nov-89

27-Nov-89

28-Nov-89

29-Nov-89

30-Nov-89

l-Dec-89

2-Dec-89

103 104 105 106 107 108 109 110 111 112 113 114 115

116 117 118 119 120 121 122 123 124 125

126 127 128 129 130 131

132 133 134 135 136 137 138

139 140 141 142

143 144

145 146 147

148 149

150

151 152 153 154

155

N W N W N W N W N W N W

W

w

w N N W

SW

W N W N W W

N W

SSE

N W N W

SW

SW

W

1 1-2 1-2 2-3 1-2 1 0 0 0 1 0 0 1-2

0 2-3 1-2 1-2 1-2 1-2 2 2-3 0 0 0 0 0 0 0 1-2 2 0 0 0 1 1 0

0 0 0 0 1-2

0 0 0 1-2

0 0

0 0

0 0 1

0

3.22

2.34

1.59

3.56

2.83

3.24

1.54

3.11

2.34

3.71

3.24

1.61

1.35

1.82

1.78

1.26

8.6 4.37

2.25

2.85

4.37

2.36

2.36

2.38

1.76

2.47

2.23

1.54

1.29

1.76

1.11

2.23

1.56

1.69

2.25

1.11

1.14

1.2 2.53

4.24

2.62

1.99

1.99

2.29

1.97

3.47

2.74

1.16

1.41

3.17

2.12

1.31

5.21

Page 75: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong

3-Dec-89

4-Dec-89

5-Dec-89

6-Dec-89

7-Dec-89

8-Dec-89

9-Dec-89

10-Dec-89

ll-Dec-89

12-Dec-89

13-Dec-89

14-Dec-89

15-Dec-89

16-Dec-89

17-Dec-89

18-Dec-89

19-Dec-89

20-Dec-89

21-Dec-89

22-Dec-89

23-Dec-89

24-Dec-89

25-Dec-89

26-Dec-89

27-Dec-89

28-Dec-89

29-Dec-89

30-Dec-89

31-Dec-89

l-Jan-90

2-Jan-90

3-Jan-90

4-Jan-90

5-Jan-90

6-Jan-90

7-Jan-90

8-Jan-90

9-Jan-90

10-Jan-90

ll-Jan-90

12-Jan-90

I3-Jan-90

14-Jan-90

15-Jan-90

16-Jan-90

17-Jan-90

18-Jan-90

19-Jan-90

20-Jan-90

21-Jan-90

22-Jan-90

23-Jan-90

24-Jan-90

156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208

SW

NE

NW

W

NW

NW

NW NW W

N S

NW

0 0 0 1-2 0 0 0 1-2 0 1-2 0 1-2 0 2 0 1 0 0 0 0 0 0 1-2 1-2 3-4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-2 1 2 0 0 0 0

1.84

2.98

2.12

2.83

3.37

1.29

1.03

2.21

2.92

1.99

1.48

3.6 2.36

3.37

1.69

4.61

3.6 4.35

2.01

1.61

1.99

0.9 4.07

4.44

4.37

2.74

2.59

1.71

2.77

3.39

1.97

2.44

2.55

1.97

2.14

1.91

2.12

3.39

1.78

1.01

2.7 1.93

1.31

0.92

3.58

2.12

1.93

2.12

2.64

1.65

1.89

1.91

2.72

Page 76: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong

25-Jan-90

26-Jan-90

27-Jan-90

28-Jan-90

29-Jan-90

30-Jan-90

31-Jan-90

I-Feb-90

2-Feb-90

3-Feb-90

4-Feb-90

5-Feb-90

6-Feb-90

7-Feb-90

8-Feb-90

9-Feb-90

10-Feb-90

I l-Feb-90

12-Feb-90

13-Feb-90

I4-Feb-90

15-Feb-90

16-Feb-90

17-Feb-90

18-Feb-90

19-Feb-90

20-Feb-90

2l-Feb-90

22-Feb-90

23-Feb-90

24-Feb-90

25-Feb-90

26-Feb-90

27-Feb-90

28-Feb-90

l-Mar-90

2-Mar-90

3-Mar-90

4-Mar-90

5-Mar-90

6-Mar-90

7-Mar-90

8-Mar-90

9-Mar-90

IO-Mar-90

11 -Mar-90

12-Mar-90

13-Mar-90

14-Mar-90

15-Mar-90

!6-Mar-90

17-Mar-90

I8-Mar-90

209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261

W

NW

W

w SW NW

w w

NE NW

SE

SW

SE SE

w

NNW

1-2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1-2 1-2 0 0 0 0 1-2 1-2 0 2 1-2 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1-2 1 0 0 0 1-2

1.76

2.25

1.63

3.19

2.16

2.51

4.12

0.88

1.56

3.82

4.46

1.74

0.96

1.8 1.33

1.07

3.6 7.52

4.35

3.28

2.34

0.94

1.93

2.87

0.81

2.01

2.55

1.76

3.02

2.31

1.03

1.37

2.68

0.92

2.68

2.23

1.33

1.52

2.16

2.36

3 7.1 3.56

0.86

2.29

4.01

5.12

2.79

2.34

3.04

2.51

1.93

3.92

Page 77: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong

19-Mar-9C

20-Mar-9C

21-Mar-9C

22-Mar-9C

23-Mar-9C

24-Mar-9C

25-Mar-9C

26-Mar-9C

27-Mar-9C

28-Mar-9C

29-Mar-90

30-Mar-90

3 l-Mar-90

l-Apr-90

2-Apr-90

3-Apr-90

4-Apr-90

5-Apr-90

6-Apr-90

7-Apr-90

8-Apr-90

9-Apr-90

10-Apr-90

11-Apr-90

12-Apr-90

13-Apr-90

14-Apr-90

15-Apr-90

16-Apr-90

17-Apr-90

18-Apr-90

19-Apr-90

20-Apr-90

21-Apr-90

22-Apr-90

23-Apr-90

24-Apr-90

25-Apr-90

26-Apr-90

27-Apr-90

28-Apr-90

29-Apr-90

30-Apr-90

l-May-90

2-May-90

3-May-90

4-May-90

5-May-90

6-May-90

7-May-90

8-May-90

9-May-90

10-May-90

262

263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314

NW

SE

NW

SW

w NW

w

w w

NW

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-2 0 0 1-2 0 0 0 0 1 0 1 3 2-3 0 0 1-2 0 0 1-2 4 0 0 1-2 0 0 0 0 0

3.9 1.54

1.33

1.52

0.71

1.22

0.86

1.89

2.94

2.49

2.19

1.05

0.77

1.09

2.57

1.71

3.45

0.9 0.9 2.7 0.96

0.86

1.03

1.41

2.12

1.33

3.22

4.07

2.79

0.99

1.95

1.09

1.18

2.87

4.18

3.54

4.67

7.89

10.29

6.19

5.85

1.63

3.62

3.67

3.79

1.31

1.76

3.07

2.14

3.15

1.71

2.19

1.84

Page 78: 1998 Dynamic modelling of water quality for a water supply

Appendix D Climate Data at Avon and Wollongong

1 l-May-90

12-May-90

13-May-90

14-May-90

15-May-90

16-May-90

17-May-90

18-May-90

19-May-90

20-May-90

2 l-May-90

22-May-90

23-May-90

24-May-90

25-May-90

26-May-90

27-May-90

28-May-90

29-May-90

30-May-90

3 l-May-90

l-Jun-90

2-Jun-90

3-Jun-90

4-Jun-90

5-Jun-90

6-Jun-90

7-Jun-90

8-Jun-90

9-Jun-90

10-Jun-90

ll-Jun-90

12-Jun-90

13-Jun-90

14-Jun-90

15-Jun-90

16-Jun-90

17-Jun-90

18-Jun-90

19-Jun-90

20-Jun-90

21-Jun-90

22-Jun-90

23-Jun-90

24-Jun-90

25-Jun-90

26-Jun-90

27-Jun-90

28-Jun-90

29-Jun-90

30-Jun-90

315 316 317 318 319 320 321

322 323 324 325 326 327

328 329

330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350

351 352 353 354

355 356 357 358

359 360 361 362 363 364

365

N W W

w

SW

w w w

w w

w

w N W

w w N W

1 2-3 0 0 1-2 0 0 0 0 1-2 0 0 0 0 0

0 0 0 0 0 1-2 3-4 4-5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1-2 1-2

0 2-3 0 1

1-2 7-8 2-3

1

1.37

1.97

2.25

2.72

1.35

2.04

3.09

3.41

3.41

3.41

3.41

3.41

3.41

3.41

3.41

3.41

3.41

3.41

3.41

3.41

3.41

5.34

5.72

3.6 1.69

2.87

1.69

2.44

2.38

1.54

1.41

2.23

2.08

2.49

1.97

1.8 1.89

3.79

5.08

3.52

1.65

3.82

1.48

1.37

2.72

3.86

5.06

4.22

11.15

6.77

2.29

Page 79: 1998 Dynamic modelling of water quality for a water supply

Appendix E Measurements of Outflow at the Avon Reservoir E-l

APPENDIX E MEASUREMENTS OF OUTFLOW AT THE

AVON RESERVOIR

Table Appendix E -1 Discharge rates from the Avon dam release and withdrawal rates from the Upper Avon pumping station

Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon d a m

Ol-Jul-89

02-Jul-89

03-Jul-89

04-Jul-89

05-Jul-89

06-Jul-89

07-Jul-89

08-Jul-89

09-Jul-89

IO-Jul-89

1 l-Jul-89

12-Jul-89

13-Jul-89

14-Jul-89

15-Jul-89

I6-Jul-89

17-Jul-89

l8-Jul-89

19-Jul-89

20-Jul-89

21-Jul-89

22-Jul-89

23-Jul-89

24-Jul-89

25-Jul-89

26-Jul-89

27-Jul-89

28-JuI-89

29-Jul-89

30-Jul-89

31-Jul-89

OI-Aug-89

02-Aug-89

03-Aug-89

04-Aug-89

05-Aug-89

06-Aug-89

07-Aug-89

08-Aug-89

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39

to FSL)

0.03

0.03

0.03

0.03

0.03

0.02

0.01

0.00

0.00

0.01

0.01

0.00

0.00

-0.01

-0.01

-0.02

-0.02

-0.02

-0.03

-0.03

-0.04

-0.05

-0.06

-0.07

-0.06

-0.04

-0.03

-0.04

-0.04

-0.05

-0.05

-0.06

-0.06

-0.06

-0.07

-0.08

-0.10

-0.10

-0.11

station (ML/d)

118.44

114.74

114.26

121.19

108.29

124.24

108.1

124.47

101.61

118.94

109 123.3

122.09

102.9

122.09

121.04

111.21

126.29

116.21

139.96

126.94

116.22

124.86

111.2

112.7

105.9

101.2

128.65

110.29

127.07

105.57

128.22

114.26

127.09

132.29

127.37

128.53

131.42

125.99

(ML/d)

282 133 133 133 133 74 48 0 0 48 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

Page 80: 1998 Dynamic modelling of water quality for a water supply

Appendix E Measurements of Outflow at the Avon Reservoir

Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam

09-Aug-89

10-Aug-89

ll-Aug-89

!2-Aug-89

13-Aug-89

l4-Aug-89

15-Aug-89

l6-Aug-89

l7-Aug-89

18-Aug-89

19-Aug-89

20-Aug-89

21-Aug-89

22-Aug-89

23-Aug-89

24-Aug-89

25-Aug-89

26-Aug-89

27-Aug-89

28-Aug-89

29-Aug-89

30-Aug-89

31-Aug-89

Ol-Sep-89

02-Sep-89

03-Sep-89

04-Sep-89

05-Sep-89

06-Sep-89

07-Sep-89

08-Sep-89

09-Sep-89

IO-Sep-89

ll-Sep-89

12-Sep-89

13-Sep-89

!4-Sep-89

15-Sep-89

l6-Sep-89

!7-Sep-89

18-Sep-89

!9-Sep-89

20-Sep-89

21-Sep-89

22-Sep-89

23-Sep-89

24-Sep-89

25-Sep-89

26-Sep-89

27-Sep-89

28-Sep-89

29-Sep-89

40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91

to FSL)

-0.12

-0.13

-0.14

-0.16

-0.16

-0.17

-0.18

-0.18

-0.19

-0.19

-0.20

-0.20

-0.21

-0.21

-0.23

-0.24

-0.26

-0.26

-0.27

-0.29

-0.30

-0.32

-0.32

-0.34

-0.35

-0.36

-0.37

-0.38

-0.38

-0.40

-0.41

-0.42

-0.43

-0.45

-0.46

-0.48

-0.49

-0.51

-0.52

-0.53

-0.55

-0.56

-0.57

-0.59

-0.59

-0.61

-0.62

-0.63

-0.65

-0.66

-0.68

-0.69

station (ML/d) 123.29

138.42

124.91

125.66

119.64

119.48

85.01

130.32

146.12

112.41

112.92

116.99

125.39

142.43

104.68

130.78

121.71

138.21

112.82

134.89

121.51

117.37

140.36

140.13

141.95

134.31

134.54

108.69

136.18

124.65

117.55

140.03

138.88

137.93

147.97

133.04

131.94

145.71

147.15

147.16

137.4

135.38

108.7

107.51

120.38

127.48

88.31

142.29

135.6

142.92

148.85

134.62

(ML/d) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 81: 1998 Dynamic modelling of water quality for a water supply

Appendix E Measurements of Outflow at the Avon Reservoir E-3

Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam

30-Sep-89

Ol-Oct-89

02-Oct-89

03-Oct-89

04-Oct-89

05-Oct-89

06-Oct-89

07-Oct-89

08-Oct-89

09-Oct-89

10-Oct-89

ll-Oct-89

l2-Oct-89

l3-Oct-89

14-Oct-89

15-Oct-89

16-Oct-89

17-Oct-89

18-Oct-89

19-Oct-89

20-Oct-89

21-Oct-89

22-Oct-89

23-Oct-89

24-Oct-89

25-Oct-89

26-Oct-89

27-Oct-89

28-Oct-89

29-Oct-89

30-Oct-89

31-Oct-89

01-Nov-89

02-Nov-89

03-Nov-89

04-Nov-89

05-Nov-89

06-Nov-89

07-Nov-89

08-Nov-89

09-Nov-89

IO-Nov-89

ll-Nov-89

l2-Nov-89

13-Nov-89

l4-Nov-89

l5-Nov-89

16-Nov-89

l7-Nov-89

i8-Nov-89

l9-Nov-89

20-Nov-89

92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143

to FSL) -0.71

-0.72

-0.78

-0.82

-0.86

-0.89

-0.93

-0.99

-1.06

-1.10

-1.16

-1.21

-1.26

-1.32

-1.36

-1.41

-1.46

-1.51

-1.56

-1.61

-1.66

-1.71

-1.75

-1.80

-1.85

-1.89

-1.93

-1.99

-2.04

-2.09

-2.14

-2.20

-2.25

-2.29

-2.35

-2.35

-2.37

-2.37

-2.37

-2.38

-2.39

-2.41

-2.40

-2.41

-2.42

-2.42

-2.42

-2.42

-2.42

-2.42

-2.42

-2.42

station (ML/d) 114.34

122 119.72

123.59

107.85

95.67

164.82

112.12

113.32

120.39

123 126.5

129.52

127.8

127.8

130.75

144.08

129.44

117.36

121.9

101.79

119.8

118.67

101.39

94.43

100.79

119.11

118.5

123.61

121.65

105.85

136 90.34

140.47

127.9

111.9

98.48

120 88.71

111.5

98.7

89.25

95.85

104.58

112.74

87.27

113.97

84.53

119.75

106.1

108.7

82.95

(ML/d) 200 200 200 200 200 400 400 400 400 400 400 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

Page 82: 1998 Dynamic modelling of water quality for a water supply

Appendix E Measurements of Outflow at the Avon Reservoir E-4

Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam

21-Nov-89

22-Nov-89

23-Nov-89

24-Nov-89

25-Nov-89

26-Nov-89

27-Nov-89

28-Nov-89

29-Nov-89

30-Nov-89

01-Dec-89

02-Dec-89

03-Dec-89

04-Dec-89

05-Dec~89

06-Dec-89

07-Dec-89

08-Dec-89

09-Dec-89

10-Dec-89

ll-Dec-89

12-Dec-89

13-Dec-89

l4-Dec-89

15-Dec-89

16-Dec-89

17-Dec-89

18-Dec-89

l9-Dec-89

20-Dec-89

21-Dec-89

22-Dec-89

23-Dec-89

24-Dec-89

25-Dec-89

26-Dec-89

27-Dec-89

28-Dec-89

29-Dec-89

30-Dec-89

31-Dec-89

Ol-Jan-90

02-Jan-90

03-Jan-90

04-Jan-90

05-Jan-90

06-Jan-90

07-Jan-90

()8-Jan-90

09-Jan-90

IO-Jan-90

Il-Jan-90

144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195

to FSL) -2.42

-2.42

-2.42

-2.42

-2.42

-2.46

-2.48

-2.48

-2.50

-2.52

-2.54

-2.55

-2.55

-2.56

-2.56

-2.36

-2.30

-2.26

-2.27

-2.24

-2.24

-2.24

-2.25

-2.25

-2.28

-2.28

-2.29

-2.30

-2.30

-2.30

-2.30

-2.30

-2.36

-2.37

-2.38

-2.40

-2.42

-2.44

-2.44

-2.46

-2.46

-2.49

-2.51

-2.54

-2.57

-2.57

-2.58

-2.59

-2.60

-2.58

-2.56

-2.56

station (ML/d) 104.48

110.78

108.69

124.69

89.26

101.29

100.5

107.12

133.18

109.16

110.71

129.67

100.13

101.63

97.18

109.95

98.61

91.9

104.35

89.92

102.62

106.44

123.27

123.23

98.86

109.52

111.19

120.05

121.07

118.62

131.54

119.67

112.13

104.55

100.83

133.73

133.81

107.7

129.37

124.05

131.47

127.19

131.25

141.2

135.83

117.85

111.79

91.38

103.93

82.95

103.25

111.7

(ML/d)

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 83: 1998 Dynamic modelling of water quality for a water supply

Appendix E Measurements of Outflow at the Avon Reservoir £.5

Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam

12-Jan-90

13-Jan-90

14-Jan-90

15-Jan-90

16-Jan-90

17-Jan-90

18-Jan-90

19-Jan-90

20-Jan-90

21-Jan-90

22-Jan-90

23-Jan-90

24-Jan-90

25-Jan-90

26-Jan-90

27-Jan-90

28-Jan-90

29-Jan-90

30-Jan-90

31-Jan-90

0 l-Feb-90

()2-Feb-90

03-Feb-90

04-Feb-90

05-Feb-90

06-Feb-90

07-Feb-90

08-Feb-90

09-Feb-90

10-Feb-90

1 l-Feb-90

!2-Feb-90

13-Feb-90

l4-Feb-90

l5-Feb-90

16-Feb-90

17-Feb-90

l8-Feb-90

l9-Feb-90

20-Feb-90

2l-Feb-90

22-Feb-90

23-Feb-90

24-Feb-90

25-Feb-90

26-Feb-90

27-Feb-90

28-Feb-90

01-Mar-90

02-Mar-90

03-Mar-90

04-Mar-90

196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244

245 246 247

to FSL)

-2.57

-2.57

-2.58

-2.61

-2.64

-2.66

-2.68

-2.73

-2.76

-2.79

-2.82

-2.85

-2.88

-2.92

-2.96

-3.00

-3.03

-3.07

-3.10

-3.14

-3.16

-3.17

-2.91

-1.94

-1.43

-1.36

-1.31

-1.27

-1.16

-1.02

-0.97

-0.94

-0.93

-0.92

-0.92

-0.92

-0.92

-0.91

-0.92

-0.92

-0.93

-0.94

-0.95

-0.93

-0.91

-0.88

-0.86

-0.86

-0.87

-0.87

-0.87

-0.88

station (ML/d) 106.57

98.7

97.97 100.74

99.38

103.88

107.46

92 98.74

85.52

107.37

94.86

128.2

154.49

156.17

115.72

129.51

98.63

118.12

145.79

106.5

108.7

100.6

88.8

101.19

124.3

98.8

89.5

99.2

99.6

89.2

94.9

124.5

112.1

109 118.4

183.1

154.2

135.7

133.7

135.4

154.4

140.9

149.6

159.6

136 122.7

147.6

146 150.3

178.8

163.7

(ML/d)

0 0 0 250 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

reg outlet

Page 84: 1998 Dynamic modelling of water quality for a water supply

Appendix E Measurements of Outflow at the Avon Reservoir g-6

Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam

05-Mar-90

06-Mar-90

07-Mar-90

08-Mar-90

09-Mar-90

10-Mar-90

11-Mar-90

l2-Mar-90

13-Mar-90

14-Mar-90

15-Mar-90

16-Mar-90

17-Mar-90

18-Mar-90

19-Mar-90

20-Mar-90

2 l-Mar-90

22-Mar-90

23-Mar-90

24-Mar-90

25-Mar-90

26-Mar-90

27-Mar-90

28-Mar-90

29-Mar-90

30-Mar-90

3 l-Mar-90

OI-Apr-90

02-Apr-90

03-Apr-90

04-Apr-90

05-Apr-90

06-Apr-90

07-Apr-90

08-Apr-90

09-Apr-90

10-Apr-90

11 -Apr-90

12-Apr-90

l3-Apr-90

I4-Apr-90

l5-Apr-90

16-Apr-90

17-Apr-90

18-Apr-90

19-Apr-90

20-Apr-90

21-Apr-90

22-Apr-90

23-Apr-90

24-Apr-90

25-Apr-90

248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299

to FSL)

-0.90

-0.91

-0.87

-0.88

-0.89

-0.90

-0.90

-0.92

-0.94

-0.94

-0.94

-0.95

-0.95

-0.97

-0.94

-0.95

-0.96

-0.96

-0.96

-0.96

-0.97

-0.97

-0.97

-0.98

-0.98

-0.99

-0.98

-0.98

-0.98

-0.99

-0.97

-0.55

-0.16

-0.05

0.01

0.13

0.12

0.14

0.11

0.08

0.05

0.03

0.03

0.03

0.03

0.13

0.24

0.16

0.11

0.08

0.06

0.05

station (ML/d) 138.3

122.9

132.9

128 158.3

153.5

161.1

145.9

57.4

162 164.3

120.3

149.8

118.1

128.3

129.5

91.9

86.5

103.2

107.8

81.8

92.8

91.6

72.53

93 153.4

105.2

107 93.7

91.3

66 86.5

101.3

96.5

98.2

128.5

78.5

105.9

103.2

85.8

100.3

111.2

90.2

100.4

102.9

89.8

80.7

98.9

102.1

93.3

119.9

117.2

(ML/d) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 480 1210

1010

1360

929 563 368 133 133 133 133 1210

3400

1680

929 563 368 282

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

Page 85: 1998 Dynamic modelling of water quality for a water supply

Appendix E Measurements of Outflow at the Avon Reservoir E_7

Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam

26-Apr-90

27-Apr-90

28-Apr-90

29-Apr-90

30-Apr-90

0 l-May-90 02-May-90

03-May-90 04-May-90

05-May-90

06-May-90

07-May-90

08-May-90

09-May-90

10-May-90

I l-May-90

12-May-90

13-May-90

l4-May-90

15-May-90

16-May-90

17-May-90

18-May-90

!9-May-90

20-May-90

2 l-May-90

22-May-90

23-May-90

24-May-90

25-May-90

26-May-90

27-May-90

28-May-90

29-May-90

30-May-90

3 l-May-90

Ol-Jun-90

02-Jun-90

03-Jun-90

04-Jun-90

05-Jun-90

06-Jun-90

07-Jun-90

08-Jun-90

09-Jun-90

10-Jun-90

ll-Jun-90

l2-Jun-90

l3-Jun-90

!4-Jun-90

l5-Jun-90

l6-Jun-90

300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351

to FSL) 0.05

0.02

0.02

0.02

0.02

0.02

0.00

0.00

0.00

-0.01

-0.01

-0.01

-0.01

-0.01

-0.01

-0.02

-0.02

-0.03

-0.04

-0.04

-0.05

-0.06

-0.06

-0.06

-0.06

-0.07

-0.08

-0.07

0.26

0.15

0.10

0.07

0.04

0.04

0.04

0.09

0.08

0.08

0.03

0.02

0.01

0.01

0.01

0.02

0.02

0.02

0.01

0.01

0.01

0.01

0.01

0.01

station (ML/d)

97.9

109.3

137.5

88.9

82.6

129.1

106.98

109 141.5

109.7

83.2

91.7

109.2

106.7

123.9

108.7

112.8

97.9

108.6

94.1

79 119.4

121.6

103.2

100.1

111.8

109.9

92.7

88.6

101.9

107 77.8

113.4

93.5

139.4

147.7

145.9

131.16

134.1

149.1

115.4

166.7

118.5

155.8

115.2

141.4

118.4

153.4

113.4

136.7

121 134.33

(ML/d) 282 74 74 74 74 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

3970

1510

800 462 203 203 203 678 563 863 133 74 48 48 48 74 74 74 48 48 48 48 48 48

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

Page 86: 1998 Dynamic modelling of water quality for a water supply

Appendix E Measurements of Outflow at the Avon Reservoir E-8

Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam

17-Jun-90

18-Jun-90

l9-Jun-90

20-Jun-90

21-Jun-90

22-Jun-90

23-Jun-90

24-Jun-90

25-Jun-90

26-Jun-90

27-Jun-90

28-Jun-90

29-Jun-90

30-Jun-90

352 353 354 355 356 357 358 359 360 361 362 363 364 365

to FSL)

0.01

0.02

0.01

0.01

0.01

0.00

0.00

0.00

0.00

-0.01

-0.02

-0.03

-0.04

-0.05

station (ML/d)

112.8

106.4

110.3

162.4

124.91

149.73

106 96.6

151.41

117.64

107.7

124.1

111.3

150.9

(ML/d) 48 74 48 48 48 0 0 0 0 0 0 0 0 0

unreg outlet

unreg outlet

unreg outlet

unreg outlet

unreg outlet

Page 87: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

Appendix F MEASUREMENT DATA OF WATER QUALITY

AT AVON RESERVOIR Sources: Sivakumar. M. and Amino, N. (1990). Upper Avon Destratification. Water Engineering and

geomechanics Research Program, University of Wollongong, 1990, 134pp.

Water temperature, pH, dissolved oxygen

DAVl

Table F-l Measurement data for water temperature, pH, and dissolved oxygen at DAVl

Date(m/d/y)

7/14/89

7/21/89

8/21/89

Julian Date

14 14 14 14 14 14 14 14 14 14 14 21 21 21 21 21 21 21 21 21 21 21 21 52 52 52 52 52 52 52 52 52 52

Depth (m)

0 3 6 9 12 15 18 24 30 36 42 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6 9 12 15 18 24 30 36

Temperature (°C)

11.70

11.70

11.70

11.70

11.70

11.70

11.70

11.70

11.70

11.60

11.60

11.30

11.30

11.30

11.30

11.30

11.30

11.30

11.30

11.30

11.30

11.30

11.30

11.80

11.80

11.50

11.30

11.10

11.10

11.10

11.10

11.00

11.00

pH 6.47

6.47

6.52

6.54

6.51

6.51

6.49

6.46

6.46

6.43

6.47

6.20

6.22

6.21

6.22

6.26

6.26

6.25

6.20

6.21

6.27

6.26

5.50

6.19

6.30

6.25

6.27

6.20

6.17

6.15

6.32

6.16

6.17

D O (mg/L)

8.30

8.20

8.40

8.40

8.40

8.40

8.30

7.80

6.70

6.70

6.50

7.70

7.60

7.50

7.50

7.50

7.50

7.60

7.50

7.40

7.50

7.50

7.50

9.50

9.40

9.10

8.70

8.50

8.40

8.20

8.10

8.40

8.40

Page 88: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-2

9/12/89

9/21/89

10/11/89

10/31/89

11/29/89

52 52 74 74 74 74 74 74 74 74 74 74 74 74 83 83 83 83 83 83 83 83 83 83 83 83 103 103 103 103 103 103 103 103 103 103 103 103 123 123 123 123 123 123 123 123 123 123 123 123 152 152 152

42 48 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6

11.00

11.00

11.60

11.50

10.70

10.50

10.30

10.30

10.10

10.10

10.10

10.00

10.00

10.00

12.20

12.10

11.80

11.80

11.10

11.00

10.70

10.20

10.10

10.10

10.10

10.10

14.70

14.60

14.60

14.60

11.90

11.40

11.20

10.90

10.80

10.80

10.80

10.80

17.30

17.40

17.40

14.90

12.10

11.50

11.30

11.00

10.90

10.80

10.80

10.80

21.40

21.20

20.10

6.20

6.21

6.54

6.48

6.36

6.32

6.29

6.27

6.24

6.25

6.32

6.29

6.27

6.22

6.60

6.66

6.68

6.66

6.54

6.49

6.44

6.29

6.31

6.26

6.29

6.26

6.96

6.95

6.99

6.97

6.62

6.86

6.43

6.34

6.32

6.32

6.31

6.32

6.78

6.85

6.93

6.88

6.48

6.35

6.25

6.15

6.15

6.15

6.12

6.07

6.84

6.90

6.87

8.40

8.30

10.40

10.30

9.80

9.60

9.50

9.40

9.20

9.00

9.00

9.00

8.90

8.80

10.80

10.60

10.60

10.60

10.50

10.30

10.20

9.20

9.00

8.90

8.90

8.80

10.00

10.00

10.00

10.00

9.80

9.40

8.80

8.20

8.10

7.90

7.80

\_ 7.60

9.70

9.70

9.00

9.20

9.40

8.60

8.10

7.90

7.7 7.40

7.30

7.20

8.90

8.90

9.20

Page 89: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

11/30/89

12/6/89

152 152 152 152 152 152 152 152 153 153 153 153 153 153 153 153 153 153 153 153 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159

9 12 15 18 24 30 36 42

40.00

40.90

41.90

43.10

44.10

45.00

45.80

47.00

48.10

49.00

49.60

50.30

0.00

1.10

2.10

3.00

4.00

5.00

6.00

7.10

8.10

8.90

10.00

11.10

12.00

13.10

14.00

15.00

16.30

17.10

18.20

19.00

20.00

20.90

22.00

23.10

24.00

25.00

26.00

27.10

28.00

29.00

30.10

31.00

32.00

16.20

13.30

11.80

11.40

11.10

11.00

10.90

10.90

10.96

10.91

10.94

10.90

10.89

10.92

10.92

10.92

10.92

10.88

10.91

10.90

21.83

21.83

21.81

21.81

21.80

21.42

20.13

17.69

16.67

15.88

14.64

13.39

12.56

12.09

11.82

11.63

11.49

11.38

11.34

11.31

11.26

11.23

11.20

11.17

11.15

11.14

11.10

11.11

11.10

11.09

11.06

11.07

11.06

6.81

6.59

6.19

6.03

3.01

6.06

6.03

6.02

7.30

7.35

7.42

7.42

7.41

7.42

7.41

7.59

7.45

7.40

7.30

7.16

6.95

6.97

6.98

7.04

7.05

6.99

7.00

7.02

6.99

6.87

6.74

6.40

6.06

5.98

5.92

5.86

5.85

5.81

5.80

5.77

5.75

5.78

5.76

5.77

5.73

5.73

5.73

5.69

5.70

5.65

5.70

5.70

5.68

10.00

9.70

8.20

7.60

7.30

7.30

7.10

6.90

7.00

7.00

7.00

7.00

7.00

7.00

7.00

6.80

6.90

6.90

6.80

6.80

7.70

7.70

7.70

7.70

7.70

7.80

8.20

9.00

9.10

9.10

9.30

9.10

8.30

7.90

7.70

7.50

7.30

7.30

7.20

7.00

7.00

7.10

7.10

7.20

7.20

7.20

7.20

7.20

7.10

7.20

7.20

7.10

7.10

Page 90: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

12/17/89

159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170

33.00

34.10

35.10

36.00

37.00

38.00

39.00

40.00

41.00

42.00

43.00

44.10

44.10

45.00

45.00

46.00

47.00

48.00

49.00

50.00

51.10

55.30

0.20

1.00

1.90

3.10

4.10

5.00

6.10

6.90

7.90

9.00

10.00

11.10

11.90

13.10

14.10

15.10

16.00

17.00

18.00

19.10

20.10

21.00

22.00

22.90

24.00

25.00

25.90

27.00

28.00

29.00

29.90

11.03

11.04

11.01

11.00

10.99

11.01

11.00

10.99

10.98

10.98

10.95

10.95

10.95

10.97

10.93

10.97

10.96

10.96

10.96

10.94

10.94

10.96

22.30

22.20

22.15

22.11

22.07

22.07

22.06

22.04

22.02

20.21

18.07

16.28

14.97

13.60

12.54

12.21

11.92

11.69

11.55

11.47

11.40

11.32

11.31

11.25

11.24

11.21

11.20

11.18

11.17

11.16

11.14

5.68

5.64

5.65

5.65

5.63

5.63

5.59

5.61

5.59

5.59

5.62

5.63

5.61

5.62

5.60

5.55

5.57

5.60

5.64

5.60

5.62

5.68

6.90

7.64

7.65

7.55

7.40

7.24

7.17

7.07

6.98

6.88

6.78

6.63

6.39

6.12

5.97

5.95

5.87

5.82

5.81

5.75

5.74

5.79

5.76

5.75

5.73

5.75

5.73

5.74

5.71

5.71

5.74

7.00

6.90

6.90

7.00

6.90

7.00

6.90

6.90

6.80

6.80

7.00

6.90

6.90

6.90

6.80

6.90

6.90

6.90

6.90

6.80

6.80

6.60

8.20

8.20

8.20

8.20

8.20

8.20

8.20

8.20

8.20

9.00

9.50

9.70

9.70

9.20

8.80

8.50

8.10

7.80

7.70

7.60

7.60

7.60

7.50

7.40

u_ 7J0

7.70

7.70

7.50

7.30

7.60

7.60

Page 91: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

12/29/89

170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182

31.00

32.00

33.10

34.10

35.00

35.00

35.90

37.10

38.10

39.00

40.00

41.00

41.90

43.10

44.10

45.20

45.50

46.20

47.30

48.20

49.20

50.10

51.00

52.00

52.50

53.50

54.40

0.00

1.00

2.00

3.00j

4.00

5.00

6.00

7.00

8.10

9.10

10.00

11.00

12.10

13.00

14.00

15.00

16.00

17.00

18.00

19.00

20.00

21.00

22.00

23.00

24.00

25.00

11.11

11.10

11.11

11.10

11.09

11.06

11.08

11.05

11.07

11.04

11.03

11.04

11.03

10.99

11.02

11.02

11.00

10.98

10.98

10.99

10.97

10.99

10.99

10.98

10.96

10.98

10.97

22.21

22.19

22.17

22.14

22.15

22.12

22.11

22.10

20.58

18.87

17.66

16.67

15.32

14.53

13.61

12.53

12.13

11.81

11.67

11.54

11.41

11.38

11.31

11.31

11.24

11.22

5.74

5.72

5.72

5.68

5.69

5.72

5.69

5.71

5.65

5.62

5.67

5.58

5.63

5.62

5.64

5.61

5.66

5.62

5.64

5.61

5.65

5.61

5.60

5.64

5.63

5.64

5.66

4.90

6.72

6.88

6.98

7.02

7.08

7.09

7.09

7.04

7.02

7.10

7.04

6.86

6.71

6.42

6.19

6.04

5.94

5.84

5.84

5.83

5.79

5.81

5.80

5.76

5.77

7.70

7.60

7.60

7.60

7.50

7.60

7.30

7.50

7.30

7.30

7.20

7.00

7.10

7.20

7.20

7.10

7.10

7.00

6.90

6.90

6.90

6.80

6.70

6.60

6.60

6.60

6.60

8.00

8.00

8.00

8.10

8.10

8.00

8.00

8.10

8.90

9.40

9.60

9.70

9.80

9.70

9.30

8.70

8.10

7.70

7.10

7.20

7.10

7.00

7.10

7.10

7.00

7.00

Page 92: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

1/5/90

182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189

26.00

27.00

28.00

29.00

30.00

31.00

32.10

33.00

34.00

35.00

36.00

36.90

38.00

39.00

39.90

41.00

42.00

43.00

44.00

45.00

46.00

47.00

48.00

48.90

50.00

51.00

52.00

0.10

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.00

12.00

12.90

14.00

15.00

16.00

17.00

18.00

19.00

20.00

21.00

22.00

23.00

24.00

25.00

11.21

11.20

11.19

11.15

11.16

11.12

11.14

11.10

11.11

11.08

11.09

11.09

11.09

11.07

11.04

11.03

11.05

11.01

11.04

11.02

11.02

11.02

11.01

11.01

11.01

10.98

11.01

23.67

23.64

23.65

23.65

23.65

23.64

23.64

23.63

22.00

19.25

17.61

16.13

14.90

13.92

13.06

12.64

12.09

11.80

11.65

11.55

11.46

11.39

11.35

11.32

11.26

11.25

5.78

5.76

5.75

5.72

5.72

5.75

5.74

5.74

5.75

5.73

5.73

5.72

5.75

5.73

5.70

5.72

5.68

5.67

5.70

5.70

5.65

5.69

5.70

5.66

5.65

5.63

5.66

5.40

7.23

7.50

7.62

7.65

7.69

7.70

7.68

7.73

7.69

7.65

7.50

7.26

7.06

6.79

6.60

6.49

6.40

6.34

6.33

6.28

6.28

6.25

6.25

6.22

6.23

7.10

7.00

7.10

7.10

7.10

7.10

7.10

7.20

7.10

7.20

7.10

7.00

6.90

6.90

6.80

6.80

6.80

6.80

6.70

6.70

6.70

6.70

6.70

6.40

6.40

6.30

6.40

7.70

7.80

7.80

7.70

7.80

7.80

7.80

7.80

8.20

9.40

9.60

9.70

9.70

9.50

8.90

8.40

7.70

7.50

7.20

7.10

6.80

6.80

6.80

6.90

6.90

6.80

Page 93: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoi.

1/10/90

1/18/90

1/23/89

189 189 185 189 189 185 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 194 194 194 194 194 194 194 194 194 194 194 202 202 202 202 202 202 202 202 202 202 202 207 207 207 207

26.0C

27.0C

28.0C

29.0C

30.0C

31.0C

31.90

33.00

34.00

35.00

36.00

37.00

38.00

39.00

40.00

41.00

42.00

43.00

44.00

45.00

46.00

47.00

48.00

49.00

50.00

51.00

51.90

0 3 6 9 12 15 18 24 30 36 42 0 3 6 9 12 15 18 24 30 36 42

0.00

1.00

2.00

3.00

• 11.22

11.21

11.18

11.18

11.17

11.16

11.14

11.11

11.12

11.11

11.10

11.09

11.06

11.07

11.04

11.04

11.01

11.03

11.02

11.02

11.01

11.00

10.98

11.00

11.00

11.00

10.99

23.10

23.10

23.10

23.10

17.00

13.90

12.30

11.50

11.40

11.30

11.30

22.90

22.70

22.60

18.30

15.40

12.70

11.70

11.30

11.20

11.10

11.00

22.69

22.64

22.62

22.61

6.22

6.2C

6.22

6.15

6.15

6.15

6.15

6.19

6.17

6.15

6.16

6.16

6.17

6.17

6.16

6.16

6.16

6.11

6.12

6.12

6.12

6.13

6.13

6.12

6.11

6.08

6.10

7.22

7.29

7.28

7.30

7.00

6.38

6.21

6.21

6.24

6.23

6.21

7.04

7.12

7.12

6.89

6.80

6.42

6.41

6.31

6.35

6.35

6.28

4.95

6.68

6.73

6.76

6.90

» 7.00

6.90

7.00

6.90

7.00

6.90

7.00

6.90

6.90

6.70

6.70

6.70

6.80

6.80

6.60

6.60

6.60

6.50

6.50

6.40

6.40

6.30

6.30

6.20

6.10

6.10

8.60

8.60

8.60

8.50

10.70

9.30

7.50

7.50

7.60

7.70

7.40

8.50

8.50

8.50

10.10

10.00

8.20

6.70

6.30

6.40

6.30

6.10

7.90

7.90

7.90

7.90

Page 94: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

2/8/90

207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 223 223 223

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.10

12.00

13.00

14.00

15.10

16.00

17.00

18.10

19.00

20.10

21.00

22.00

23.00

24.00

25.00

26.00

27.00

28.00

29.10

30.00

31.00

32.10

33.00

34.00

35.00

36.00

37.10

38.00

39.00

40.00

41.00

42.00

43.00

44.00

45.00

46.00

47.00

48.00

49.00

50.00

51.10

52.00

53.00

0.00

3.00

6.00

22.59

22.58

22.56

21.85

18.97

17.47

16.23

15.12

14.22

13.35

12.56

12.08

11.81

11.59

11.45

11.39

11.30

11.26

11.25

11.21

11.17

11.16

11.15

11.13

11.12

11.11

11.06

11.09

11.08

11.08

11.06

11.01

11.04

10.99

11.02

11.00

10.95

10.95

10.96

10.96

10.95

10.94

10.93

10.93

10.93

10.89

10.89

10.91

10.92

10.91

21.90

21.50

21.90

6.75

6.77

6.72

6.45

6.18

6.16

6.12

5.98

5.76

5.56

5.43

5.34

5.29

5.25

5.21

5.21

5.18

5.17

5.21

5.20

5.18

5.15

5.17

5.17

5.14

5.15

5.18

5.14

5.13

5.15

5.12

5.11

5.14

5.15

5.13

5.11

5.09

5.10

5.20

5.31

5.30

5.32

5.33

5.34

5.34

5.33

5.33

5.33

5.33

5.31

6.84

6.79

6.95

7.90

7.90

7.90

8.10

9.10

9.30

9.50

9.50

9.20

8.70

8.10

7.80

7.10

6.90

6.80

6.60

6.50

6.60

6.70

6.60

6.60

6.60

6.60

6.60

6.60

6.70

6.60

6.70

6.70

6.70

6.70

6.70

6.60

6.70

6.60

6.40

6.40

6.30

6.40

6.30

6.20

6.20

6.30

6.10

6.10

6.10

6.00

5.90

5.80

5.80

10.60

10.60

10.70

Page 95: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

2/12/90

223 223 223 223 223 223 223 223 223 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227

9.00

12.00

15.00

18.00

24.00

30.00

36.00

42.00

48.00

0.00

1.00

2.10

3.00

4.00

5.00

6.00

7.10

8.00

9.00

10.00

11.10

12.00

13.10

14.00

15.00

16.00

17.10

18.00

19.00

20.00

21.00

22.00

23.10

24.00

25.00

26.00

27.10

28.00

29.10

30.00

31.00

32.10

33.00

34.00

35.00

36.00

37.00

38.10

39.10

40.10

41.00

42.00

43.00

20.50

17.20

14.60

12.90

11.40

11.20

11.20

11.10

11.00

21.60

21.60

21.60

21.60

21.58

21.59

21.59

21.42

20.65

19.26

18.22

17.28

16.66

16.03

15.14

13.82

12.77

12.26

11.93

11.65

11.51

11.38

11.36

11.30

11.22

11.18

11.16

11.16

11.10

11.11

11.10

11.09

11.08

11.07

11.07

11.05

11.04

11.03

10.98

10.97

10.96

10.99

10.97

10.95

6.31

6.40

6.32

5.95

5.88

5.91

5.90

5.91

5.92

4.99

6.38

6.41

6.43

6.44

6.44

6.46

6.33

5.81

5.71

5.70

5.74

5.85

5.88

5.90

5.71

5.56

5.50

5.42

5.40

5.38

5.38

5.37

5.36

5.33

5.33

5.31

5.34

5.32

5.32

5.29

5.33

5.29

5.30

5.32

5.29

5.29

5.28

5.28

5.28

5.26

5.26

5.24

5.23

10.50

11.20

11.60

10.40

8.60

8.20

8.10

8.10

7.60

8.10

8.20

8.10

8.20

8.20

8.20

8.10

8.00

7.70

7.90

8.10

8.40

8.90

9.10

9.20

8.50

7.90

7.50

7.10

6.80

6.60

6.50

6.40

6.50

6.20

6.40

6.40

6.30

6.40

6.30

6.30

6.40

6.40

6.30

6.30

6.40

6.60

6.50

6.50

6.60

6.30

6.40

6.20

6.00

Page 96: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

2/15/90

3/1/90

227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 230 230 230 230 230 230 230 230 230 230 230 230 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244

44.00

45.00

46.00

47.00

48.00

49.00

50.10

51.10

52.00

53.10

54.00

55.10

56.00

57.00

58.00

0.00

3.00

6.00

9.00

12.00

15.00

18.00

24.00

30.00

36.00

42.00

48.00

1.00

2.10

3.00

4.00

4.00

5.00

6.10

7.10

8.00

9.00

10.00

11.00

12.00

13.00

14.00

15.00

16.10

17.00

18.10

19.10

20.10

21.00

22.00

23.10

24.00

25.00

10.94

10.89

10.89

10.92

10.88

10.91

10.90

10.90

10.86

10.89

10.89

10.89

10.89

10.89

10.89

22.30

22.10

21.70

20.60

16.90

15.30

13.10

11.40

11.20

11.10

11.10

11.00

24.87

24.39

24.30

24.13

24.13

24.01

22.82

21.12

20.61

20.11

19.44

18.98

18.29

17.71

17.03

16.13

15.15

14.23

13.36

12.37

12.05

11.80

11.64

11.55

11.48

11.48

5.23

5.26

5.24

5.22

5.21

5.19

5.20

5.20

5.25

5.23

5.19

5.22

5.22

5.16

5.46

6.86

7.00

6.85

6.21

6.61

6.31

6.03

5.89

5.96

5.96

5.97

5.95

7.41

7.64

7.72

7.69

7.69

7.61

7.42

6.68

6.47

6.31

6.25

6.28

6.26

6.28

6.32

6.39

6.37

6.32

6.21

6.12

6.10

6.08

6.06

6.04

6.05

6.02

6.00

6.00

6.00

6.00

6.00

5.80

5.80

5.70

5.70

5.60

5.50

5.40

5.40

5.30

5.20

9.00

9.10

9.20

8.70

9.50

9.70

8.30

7.20

7.00

7.40

6.90

6.60

8.20

8.30

8.30

8.30

8.30

8.30

8.50

8.10

7.90

7.60

7.60

7.50

7.70

8.00

8.30

8.70

8.70

8.60

7.70

6.70

6.50

6.30

6.40

6.30

6.20

6.30

Page 97: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-ll

3/8/90

3/12/90

244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 251 251 251 251 251 251 251 251 251 251 251 251 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255

26.00

27.00

28.00

29.00

30.00

31.00

32.00

33.00

34.00

35.00

36.00

37.00

38.00

39.00

40.10

41.00

42.10

43.00

44.00

45.00

46.00

47.00

48.00

49.10

0.00

3.00

6.00

9.00

12.00

15.00

18.00

24.00

30.00

36.00

42.00

48.00

0.40

1.00

2.00

3.00

4.00

5.00

6.00

7.10

8.00

9.00

10.00

11.00

12.00

13.00

14.10

15.10

11.45

11.42

11.38

11.39

11.37

11.34

11.33

11.34

11.32

11.30

11.29

11.25

11.26

11.24

11.19

11.18

11.17

11.17

11.18

11.15

11.15

11.15

11.14

11.14

23.20

23.30

23.20

23.20

19.40

16.80

13.40

11.50

11.30

11.20

11.10

11.00

23.12

23.11

23.16

23.15

23.13

23.14

23.14

23.14

23.13

23.09

20.74

19.65

19.23

18.64

17.51

17.04

15.10 17.04

6.06

6.04

6.00

6.04

6.62

6.60

6.56

6.57

6.49

6.52

6.48

6.50

6.51

6.49

6.52

6.55

6.64

6.73

6.70

6.68

6.72

6.72

6.69

6.71

6.63

6.96

6.74

6.78

6.24

6.33

6.19

6.52

6.74

6.06

6.07

6.54

5.97

6.77

6.89

7.72

7.78

7.94

8.19

8.48

8.39

8.31

7.65

7.51

7.36

7.22

7.20

7.18

7.18

6.30

6.30

6.30

6.30

6.30

6.30

6.20

6.20

6.30

6.30

6.30

6.20

6.20

5.90

6.00

6.00

5.80

5.80

5.70

5.60

5.30

5.20

5.30

5.30

8.60

8.70

8.60

8.60

7.60

8.50

7.60

6.30

6.30

6.00

6.00

5.50

6.90

7.00

6.90

7.00

7.00

7.00

7.00

7.00

7.00

7.00

6.40

6.20

6.00

6.10

6.50

6.80

6.80

Page 98: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

4/6/90

255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280

16.00

17.00

18.00

19.00

20.00

21.00

22.00

23.00

24.10

25.00

26.00

27.10

28.00

29.00

30.00

31.00

32.00

33.00

34.10

35.00

36.00

37.00

38.00

39.10

40.00

41.00

42.00

42.90

44.00

45.00

46.10

47.10

48.10

49.00

50.00

0.00

1.00

2.00

3.00

4.10

5.00

6.10

7.00

8.10

9.00

10.10

10.10

11.00

12.00

13.00

14.00

15.00

16.10

16.22

15.25

13.83

12.90

12.37

12.04

11.90

11.79

11.61

11.58

11.53

11.50

11.45

11.43

11.42

11.42

11.40

11.36

11.33

11.34

11.33

11.31

11.29

11.27

11.24

11.25

11.24

11.24

11.21

11.23

11.23

11.22

11.20

11.22

11.22

20.90

20.86

20.87

20.86

20.84

20.85

20.84

20.27

19.85

19.58

19.31

19.31

19.16

18.94

18.82

18.64

18.25

17.86

7.20

7.15

7.05

6.98

6.88

6.88

6.85

6.83

6.84

6.84

6.83

6.83

6.81

6.82

6.81

6.81

6.80

6.79

6.74

6.74

6.77

6.73

6.71

6.69

6.69

6.69

6.70

6.71

6.72

6.76

6.75

6.76

6.76

6.74

6.74

7.57

8.10

8.26

8.42

8.50

8.37

8.20

7.53

7.37

7.22

7.11

7.11

7.05

7.02

6.84

6.76

6.75

6.75

7.20

7.30

6.80

6.60

5.80

5.70

5.60

5.50

5.50

5.50

5.40

5.50

5.40

5.40

5.40

5.30

5.30

5.40

5.20

5.20

5.20

5.10

5.00

4.90

4.90

4.80

4.50

4.40

4.30

4.30

4.30

4.30

4.20

4.20

4.10

7.80

7.90

7.90

7.90

7.90

7.90

7.80

6.10

5.70

5.00

4.80

4.80

4.80

5.00

5.00

5.10

5.20

5.60

Page 99: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-13

4/9/90

5/17/90

280 280 280 280 280 280 280 280 280 280 280 280 280 280

280 280 280 280 280 280

280 280 280 280 280 280 280 280 280 280

280 280 280 280 280 280

280 283 283 283 283

283

283 283 283

283 283 283

283 321

321 321

321

17.10

18.00

19.00

20.00

21.00

22.10

23.10

24.00

25.10

26.10

27.00

28.10

29.00

30.00

31.00

32.00

33.00

34.00

35.00

36.00

37.00

38.00

39.10

40.00

41.00

42.00

42.90

44.00

45.00

46.10

47.00

48.00

49.00

50.10

51.00

52.00

53.00

0.00

3.00

6.00

9.00

12.00

15.00

18.00

24.00

30.00

36.00

42.00

48.00

0.00

1.00

2.10

4.00

17.24

16.33

15.49

14.17

12.94

12.19

11.93

11.78

11.69

11.61

11.60

11.58

11.53

11.55

11.52

11.51

11.48

11.49

11.48

11.47

11.44

11.44

11.41

11.41

11.38

11.38

11.35

11.33

11.32

11.30

11.28

11.29

11.28

11.28

11.27

11.27

11.26

20.70

20.70

20.10

19.40

19.00

18.50

17.50

12.30

11.50

11.40

11.30

11.30

16.83

16.79

16.71

16.74

6.72

6.72

6.69

6.58

6.49

6.39

6.37

6.50

6.55

6.57

6.56

6.58

6.56

6.55

6.55

6.53

6.52

6.56

6.56

6.56

6.53

6.57

6.51

6.54

6.51

6.52

6.47

6.49

6.47

6.48

6.51

6.53

6.52

6.53

6.54

6.55

6.56

6.71

6.71

6.05

5.91

5.93

5.97

5.91

5.78

5.82

5.86

5.88

5.88

4.68

4.94

5.24

5.37

6.10

6.80

7.00

7.00

6.60

5.90

5.50

5.40

5.40

5.50

5.50

5.50

5.50

5.40

5.30

5.30

5.30

5.30

5.20

5.40

5.40

5.50

5.40

5.40

5.30

5.10

5.00

5.00

4.80

4.80

4.30

4.20

4.30

4.30

4.30

4.20

4.20

8.70

8.70

6.50

5.40

5.10

5.20

6.00

5.70

5.10

5.00

5.00

4.60

Page 100: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

6/7/90

321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342

6.10

8.10

10.00

12.10

14.00

16.00

18.00

20.00

22.00

24.10

26.10

28.10

30.00

32.10

34.10

36.00

38.00

40.20

42.00

44.00

46.00

48.00

50.10

52.10

54.00

0.50

0.80

2.00

2.90

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.10

12.00

13.00

14.00

15.00

15.90

17.00

18.00

19.00

20.00

21.00

22.00

23.00

24.00

25.00

26.10

27.00

16.68

16.69

16.73

16.73

16.73

16.67

15.53

13.17

12.10

11.66

11.49

11.45

11.41

11.33

11.32

11.29

11.31

11.27

11.21

11.22

11.20

11.19

11.18

11.17

11.17

14.85

14.86

14.83

14.81

14.79

14.80

14.77

14.71

14.76

14.76

14.71

14.71

14.76

14.76

14.71

14.75

14.75

14.67

14.71

14.65

14.69

14.61

13.94

12.92

12.31

11.83

11.68

11.58

5.39

5.43

5.43

5.47

5.36

5.42

5.20

5.09

5.03

5.14

5.10

5.13

5.09

5.07

5.14

5.15

5.11

5.10

5.11

5.12

5.07

5.10

5.08

5.12

5.09

3.77

3.77

4.57

4.76

4.96

5.09

5.13

5.17

5.19

5.24

5.26

5.29

5.32

5.29

5.29

5.31

5.39

5.34

5.28

5.28

5.31

5.19

5.06

5.04

5.01

5.01

5.01

4.97

7.20

7.20

7.10

7.10

7.10

7.10

7.10

7.10

7.10

7.10

7.10

7.10

7.00

7.00

7.10

7.00

7.00

7.00

6.80

6.80

6.80

6.20

4.50

4.20

3.90

4.00

4.20

4.30

Page 101: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342

28.00

29.00

30.00

31.00

31.90

32.90

34.00

34.90

35.90

36.90

38.00

39.00

39.90

41.00

42.00

43.00

44.00

45.00

46.00

47.10

48.00

49.00

50.00

50.90

52.00

53.00

54.00

11.56

11.52

11.49

11.48

11.46

11.44

11.43

11.42

11.40

11.39

11.38

11.36

11.35

11.34

11.33

11.31

11.30

11.28

11.27

11.20

11.21

11.24

11.23

11.23

11.22

11.20

11.21

5.03

4.98

5.05

5.00

5.07

5.05

5.05

5.03

5.07

5.09

5.04

5.09

5.07

5.06

5.04

5.04

5.06

5.04

5.03

5.00

5.06

5.07

5.09

5.06

5.08

5.03

5.08

4.20

4.20

4.20

4.20

4.30

4.30

4.40

4.30

4.20

4.40

4.20

4.20

4.10

4.10

4.10

4.00

4.00

3.90

3.90

3.80

3.80

3.70

3.60

3.60

3.50

3.10

3.20

DAV6

Table F-2 Measurement data for water temperature, pH and dissolved oxygen at DAV6

Date(m/d/y)

7/21/89

8/21/89

Julian Date

21 21 21 21 21 21 21 21 21 21 52 52 52 52 52 52 52

Depth (m)

0 3 6 9 12 15 18 24 30 36 0 3 6 9 12

15 18

Temperature(°C)

11.4

11.3

11.2

11.2

11.2

11.2

11.2

11.2

11.2

11.2

12.1

11.5

11.2

11.1

11 11 11

DO (mg/L)

10.7

9.6 9.4 9.3 9.3 9.2 9.3 9.2 9.2 7.8 9.5 9.3 8.8 8.5 8.3 8.2 8.3

pH 6.58

6.39

6.37

6.35

6.4 6.36

6.73

6.3 6.21

6.3 6.34

6.34

6.36

6.29

6.26

6.28

6.28

Page 102: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

9/12/89

10/11/89

12/1/89

12/6/89

52 52 52 74 74 74 74 74 74 74 74 74 74 103 103 103 103 103 103 103 103 103 154 154 154 154 154 154 154 154 154 154 154 154 154 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159

24 30 36 0 3 6 9 12 15 18 24 30 36 0 3 6 9 12 15 18 24 30 0.1 3

5.8 9 12 15

18.1

21.1

24.3

27.4

30.5

33.4

33.5

0 1 2 3

4.1 5 6 7 8 9

10.1

11 12 13 14

15.1

10.9

10.8

10.8

12 12

11.7

11.2

10.8

10.6

10.2

10.2

10.1

10.1

15.1

15 14.8

14.6

12.9

11.3

11.1

10.9

10.9

23.27

21.8

20.51

16.79

13.61

11.81

11.27

11.23

11.13

11.11

11.06

11.01

11.05

21.32

21.33

21.31

21.26

21.26

21.24

20.02

17.71

16.74

16.02

14.82

13.86

12.85

12.26

11.92

11.68

8.4 8.4 7.9 10.5

10.4

10.4

10.3

10.2

10.1

9.9 9.7 9.6 9.5 10.1

10.1

10.1

10.1

10.2

9 8.7 8.3 8.2 7.7 7.9 8.1 8.7 8.1 7.2 6.6 6.5 6.3 6.3 6.2 6.1 6.2 7.9 7.9 7.9 7.9 7.9 7.9 8.3 8.8 8.9 8.8 8.7 8.4 7.9 7.4 7.2 6.9

6.2 6.27

6.26

6.82

6.85

6.79

6.68

6.66

6.57

6.52

6.53

6.55

6.53

6.94

6.96

6.99

6.9 6.71

6.37

6.29

6.88

6.27

6.7 7.46

7.58

7.09

6.29

6.04

5.93

5.85

5.84

5.8 5.8

5.75

5.74

7.06

7.14

7.14

7.14

7.13

7.08

7.09

6.96

6.87

6.7 6.34

6.24

6.08

5.95

5.88

5.82

Page 103: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

12/17/89

159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170

16.1

16.9

18 19.1

20 21 22 23 24 25 26 27

28.1

28.9

29.1

30 31 32 0 1 2 3

3.9 5 6

7.1 8 9 10 11 12

13.1

14 15 16 17

17.9

18.9

20 21 22

22.9

24 25 26

27.1

28.1

29.1

30 31 32

11.6

11.48

11.43

11.35

11.29

11.23

11.24

11.24

11.19

11.18

11.14

11.13

11.15

11.12

11.12

11.14

11.14

11.11

22.13

22.06

21.88

21.83

21.82

21.81

21.74

21.7

19.67

17.36

16.13

15.04

14.33

13.34

12.78

12.23

12.05

11.71

11.66

11.57

11.53

11.37

11.35

11.31

11.29

11.27

11.19

11.22

11.22

11.22

11.21

11.21

11.2

6.8 6.6 6.6 6.4 6.4 6.3 6.3 6.3 6.2 6.1 6.2 6.1 6.1 6.1 6.1 6.1 6.1 6.1 7.9 7.9 7.9 7.9 7.9 7.9 7.9 7.9 8.4 8.8 9

8.8 8.6 8.4 7.5 7.2 6.8 6.6 6.5 6.5 6.3 6.2 6.1 6.1 6 6

5.9 6

5.9 5.9 5.9 5.9 5.9

5.82

5.79

5.78

5.78

5.71

5.75

5.71

5.72

5.67

5.67

5.67

5.64

5.67

5.64

5.63

5.64

5.63

5.65

6.14

7.37

7.69

7.72

7.73

7.73

7.72

7.64

7.34

7.25

7.16

6.83

6.75

6.55

6.45

6.3 6.29

6.23

6.18

6.28

6.17

6.2 6.22

6.21

6.13

6.17

6.07

6.14

6.1 6.09

6.08

6.11

6.07

Page 104: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

12/29/89

1/5/90

170

170 170 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 189 189 189 189 189 189 189 189 189 189 189 189

33.1

34.1

35.1

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 0 1 2 3 4 5 6 7 8 9

10.1

11

11.19

11.2

11.17

22.25

22.23

22.12

22.1

22.08

22.06

22.05

22.03

21.43

18.93

17.38

16.36

15.27

14.15

13.33

12.28

12.08

11.94

11.58

11.4

11.38

11.33

11.33

11.32

11.32

11.3

11.25

11.24

11.2

11.19

11.22

11.19

11.22

11.22

11.21

11.17

23.46

23.43

23.43

23.39

23.38

23.33

23.08

22.04

20.72

18.55

16.81

15.88

5.9 5.9 5.9 7.9 7.9 7.9 7.9 7.9 7.9 7.9 7.8 8

7.5 7.7 8.5 8.5 8.3 7.9 7.4 7

6.8 6.4 6

5.9 5.8 5.8 5.8 5.8 5.8 5.7 5.7 5.6 5.7 5.6 5.6 5.6 5.6 5.6 5.5 7.6 7.7 7.7 7.7 7.7 7.7 7.7 8

8.1 8.2 8.1 8.2

6.02

5.94

5.94

4.91

6.74

6.81

6.88

6.91

6.95

6.94

6.93

6.86

6.21

6.1 6.23

6.2 6.09

5.96

5.85

5.82

5.79

5.74

5.7 5.7

5.74

5.69

5.71

5.7 5.67

5.66

5.65

5.67

5.66

5.64

5.63

5.64

5.68

5.63

5.62

6.01

7.19

7.42

7.51

7.53

7.54

7.52

7.48

7.23

6.9 6.75

6.7

Page 105: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-19

1/10/90

1/23/90

189

189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 194 194 194 194 194 194 194 194 194 194 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107

12

13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 0 3 6 9 12 15 18 24 30 36 0

1.1 2 3

4.1 5 6 7 8 9

10.1

11 12 13 14 15

16.1

14.74

13.93

13.3

12.7

12.45

11.82

11.72

11.42

11.39

11.36

11.32

11.32

11.28

11.25

11.25

11.24

11.25

11.22

11.24

11.24

11.24

11.25

11.24

11.21

22.7

22.6

22.5

21.2

16.6

14 12.2

11.6

11.5

11.5

22.2

22.16

22.12

22.09

20.15

18.65

17.36

16.68

15.7

14.98

14.16

13.09

12.38

11.89

11.77

11.61

11.48

8 7.7 7.2 7

6.8 6.3 6.2 5.8 5.7 5.6 5.5 5.5 5.4 5.4 5.4 5.3 5.3 5.3 5.4 5.4 5.3 5.4 5.4 5.4 8.7 8.7 8.6 8.9 9.2 8.7 7.4 6.3 5.9 5.8 8.2 8.2 8.2 8.1 7.8 7.4 7.2 7.5 7.3 7.6 7.6 7.4 6.7 6.3 6

5.8 5.6

6.61

6.54

6.46

6.39

6.37

6.3 6.3 6.24

6.21

6.2 6.17

6.17

6.14

6.16

6.13

6.12

6.14

6.1 6.1 6.08

6.1 6.08

6.1 6.07

7.28

7.32

7.31

6.86

6.72

6.27

6.12

6.03

6.03

6.03

7.21

7.17

7.13

7.05

6.53

6.04

5.87

5.84

5.77

5.75

5.73

5.67

5.54

5.47

5.48

5.44

5.43

Page 106: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-20

2/8/90

2/15/90

3/1/90

107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 223 223 223 223 223 223 223 223 223 223 230 230 230 230 230 230 230 230 230 230 244 244 244 244 244 244 244 244 244 244 244 244

17.1

18.1

19 20 21 22 23 24 25 26 27 28 29 30

31.1

32 33

33.9

33.9

0 3 6 9 12 15 18 24 30 36 0 3 6 9 12 15 18 24 30 36 0 1.1 2.1 3

4.1 5

6.1 7 8

9.1 10 11

11.41

11.35

11.33

11.25

11.25

11.21

11.2

11.2

11.18

11.17

11.15

11.14

11.13

11.13

11.09

11.09

11.11

11.11

11.11

21.5

21.5

21.2

19.5

17.8

15.2

12.3

11.4

11.3

11.2

21.7

21.5

21 19

17.8

15.1

12.2

11.4

11.2

11.2

25.05

24.36

24.19

24.1

23.74

23.16

21.56

21.12

20.66

19.96

19.3

18.81

5.5 5.1 5.1 4.9 4.9 4.9 4.8 4.8 4.7 4.9 4.8 4.8 4.8 4.8 4.7 4.8 4.8 4.7 4.7 11.2

11.3

11.3

9.4 7.9 8.2 8.4 6.1 5.7 5.6 9

9.1 8.9 7.2 6.3 6.3 6.4 5

4.8 4.8 8

8.1 8.1 8.2 8.3 8.4 8.4 7.9 7.5 6.8 6.3 5.8

5.41

5.38

5.35

5.38

5.35

5.35

5.32

5.34

5.34

5.32

5.31

5.28

5.31

5.31

5.29

5.3 5.27

5.3 5.3 6.82

6.83

6.79

6.1 5.91

5.93

5.93

5.82

5.83

5.85

6.77

6.83

6.68

6.09

6.11

5.88

5.89

5.82

5.8 5.81

6.79

7.59

7.86

8.02

8.11

7.93

7.51

7.11

6.91

6.68

6.58

6.51

Page 107: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

3/8/90

4/6/90

244

244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 251 251 251 251 251 251 251 251 251 251 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280

12 13 14

15.1

16 17 18 19 20 21 22 23

24.1

25.1

26 27.1

28 29

30.1

31 32.1

33 34

34.9

36 37 0 3 6 9 12 15 18 24 30 36 0.2 1.1 2.1 3 4 5 6

7.1 8 9

10.1

11 12.1

13 14.1

18.07

17.65

16.89

15.78

14.58

13.84

13.15

12.4

12.16

11.83

11.71

11.6

11.59

11.49

11.45

11.45

11.43

11.41

11.4

11.35

11.37

11.37

11.37

11.36

11.35

11.34

22.1

22.1

22 21.8

18.8

16.5

13.6

11.5

11.3

11.3

20.79

20.6

20.57

20.53

20.53

20.51

20.47

20.3

19.6

19.5

19.41

19.22

19.07

19.02

18.85

5.4 5.1 4.9 5.5 6.2 6.3 6.2 5.7 5.2 4.7 4.5 4.4 4.2 4 4

3.9 4

3.9 3.9 3.8 3.8 3.8 3.8 3.8 3.9 3.9 8.2 8.3 8.3 8

5.7 5.7 6.3 4.2 3.9 3.6 7.9

L 8 8 8 8 8 8

7.9 6.9 6.4 6.3 6.3 5.8 5.8 5.7

6.45

6.44

6.43

6.47

6.51

6.55

6.52

6.48

6.39

6.36

6.34

6.28

6.25

6.23

6.2 6.21

6.2 6.16

6.16

6.17

6.17

6.15

6.18

6.14

6.17

6.17

6.62

6.57

6.56

6.49

6.18

5.93

5.98

5.82

5.83

5.78

7.73

9.81

11.06

10.82

10.81

8.86

8.14

7.96

7.54

7.36

7.22

7.06

6.9 6.86

6.86

Page 108: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

4/9/90

6/7/90

280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 283 283 283 283 283 283 283 283 283 283 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342

15.1

16.1

17.1

18.1

19 20

21.1

22 23 24 25 26

27.1

28.1

29 30 31 32 33 34 35 36

36.9

38 0 3 6 9 12 15 18 24 30 36 0.8 1 2 3 4 5 6 7

7.9 8.9 9.9 11

12.1

13 14 15 16

18.65

18.31

17.75

17.33

16.59

15.26

13.79

12.66

12.26

11.96

11.76

11.68

11.63

11.58

11.59

11.57

11.55

11.55

11.53

11.53

11.51

11.52

11.53

11.52

20.4

20.4

20.4

19.4

19.1

18.5

17.6

12.1

11.5

11.5

14.89

14.91

14.88

14.85

14.82

14.79

14.77

14.76

14.74

14.69

14.73

14.73

14.68

14.68

14.72

14.72

14.68

5.5 5.2 4.8 4.5 4.4 4.9 5.2 5.1 4.7 4.3 3.6 3.4 3.2 3.2 3.1 3.1 3 3 3

2.9 2.9 2.9 2.9 2.9 8.8 8.8 8.8 7.2 7

6.4 4.6 4.6 3

2.8 7.3 7.3 7.3 7.3 7.3 7.3 7.3 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.1

6.79

6.76

6.73

6.7 6.69

6.75

6.71

6.73

6.71

6.68

6.63

6.61

6.62

6.58

6.58

6.59

6.55

6.56

6.55

6.55

6.55

6.62

6.67

6.67

6.66

6.68

6.69

6.14

6.06

5.97

5.81

6.65

5.92

5.85

3.79

4.54

4.93

4.96

5.15

5.1 5.19

5.24

5.31

5.26

5.3 5.33

5.31

5.34

5.31

5.34

5.34

Page 109: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

342

342

342

342

342

342 342

342

342

342

342

342

342

342

342

342

342

342

342

342

342

342

342

342

17

18

18.9

19.9

20.9

22 23

24

25

25.9

27

28

29

30

31

32.1

33

33.9

34.9

35.9

36.9

38

39

40

14.69

14.66

14.66

14.58

14.27

13.98

12.84

12.42

12.06

11.9

11.66

11.56

11.57

11.5

11.52

11.5

11.5

11.45

11.46

11.46

11.45

11.43

11.45

11.41

7

7.1

7

7

6.2

5.2

3.6

2.9

2.5

2.4

2

1.9 1.7

1.6

1.5

1.5

1.6

1.5

1.5

1.4

1.5

1.5

1.5

1.5

5.33

5.34

5.32

5.31

5.11

5.02

4.94

4.99

4.97

4.96

4.98

4.99

5.01

5

5.02

5.04

5.06

5.06

5.06

5.01

5.06

5.04

5.04

5.03

DAV12

Table F-3 Measurement data for water temperature, pH, and dissolved oxygen at

DAVl 2

Date(m/d/y)

7/21/89

8/21/89

Julian Date

21

21

21

21

21

21

21

21

21

52

52

52

52

52

52

52

52

Depth (m)

0

3

6

9

12

15

18

24

30

0

3

6

9

12

15

18

24

Temperature (°C)

11.2

11.1

11

11

11

11

11

10.9

10.9

11.9

11.5

11.4

11.1

11

10.9

10.9

10.8

DO(mg/L)

9

8.8

8.9

8.9

8.9

9.1

9.2

9.3

8.3

9.1

9.1

9.3

9.3

9.1

9.1

8.7

8.7

pH

6.38

6.4

6.39

6.43

6.42

6.44

6.46

6.46

6.45

6.33

6.33

6.33

6.35

6.33

6.33

6.33

6.34

Page 110: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-24

9/12/89

10/11/89

12/21/89

12/29/89

52 74 74 74 74 74 74 74 74 103 103 103 103 103 103 103 103 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 182 182 182 182 182

30 0 3 6 9 12 15 18 24 0 3 6 9 12 15 18 24

-0.9

0.2 1.2 2

3.1 4.2 5.2 6.1 7.2 8.1 9.1 10.1

11.3

12.1

13.2

14.2

15.3

16.3

17.3

18.3

19.3

20.5

21.6

22.5

23.7

24.7

25.9

26.9

27.9

0 1 2 3 4

10.7

11.7

11.7

11.7

11.7

11.6

10.6

10.3

10.2

15.1

15 14.9

14.8

14.6

11.6

11.2

11 22.59

22.59

22.58

22.57

22.56

22.55

21.14

19.46

18.55

17.27

16.21

15.38

14.52

13.46

12.73

12.27

11.86

11.73

11.6

11.47

11.45

11.39

11.34

11.31

11.27

11.29

11.25

11.28

11.28

22.22

22.23

22.12

22.03

21.94

8.5 10.5

10.5

10.5

10.5

10.5

10.3

10 9.9 10 10 10 10 10 8.6 8.4 8.2 7.7 7.7 7.7 7.7 7.7 7.7 7.7 7.4 6.9

6.5 6

5.5 5.6 6.1 5.9 5.6 5.3 5.2 5.1 4.9 4.9

4.8 4.8 4.7 4.6 4.6 4.6 4.6 4.6 7.9

7.9 7.9 7.9 7.9

6.32

6.88

6.9 6.88

6.89

6.78

6.62

6.57

6.42

6.89

6.89

6.91

6.92

6.85

6.32

6.28

6.3 5.72

7.31

7.46

7.49

7.53

7.48

7.17

6.73

6.48

6.31

6.16

6.04

6.01

5.97

5.92

5.87

5.84

5.8 5.78

5.79

5.79

5.77

5.79

5.69

5.68

5.67

5.69

5.67

5.65

5.2 6.68

6.87

6.9 6.9

Page 111: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir _F-25

1/5/90

1/10/90

182

182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 194

5 6 7 8 9 10 11 12 13 14 15

16.3

17 18 19 20 21 22 23 24 25 26 27

28.1

0.2 1 2 3 4 5 6 7 8 9

10.1

11 12 13 14 15 16 17 18

19.1

20 21 22 23 24 25 0

21.9

21.88

21.85

21.34

19.14

17.98

16.58

15.28

14.54

13.63

12.91

12.38

11.95

11.76

11.63

11.55

11.42

11.4

11.35

11.33

11.32

11.32

11.29

11.32

23.47

23.43

23.26

23.19

23.16

23.05

22.52

21.66

21.14

20.23

18.69

17.28

16.26

15.2

14.05

13.06

12.44

12

11.78

11.64

11.54

11.47

11.41

11.35

11.34

11.32

22.1

7.9 7.9 7.9 7.6 6.9 6.4 6

5.5 5.5 5.4 5.6 5.4 5.1 5

4.8 4.7 4.8 4.6 4.5 4.4 4.4 4.4 4.5 4.4 7.7 7.7 7.7 7.8 7.7 7.8 7.9 7.7 7.5 7.2 6.6 6

5.7 5.1 5.2 5.5 5.4 5

4.8 4.7 4.5 4.4 4.3 4.3 4.1 4

8.7

6.9 6.87

6.88

6.48

6.14

5.98

5.89

5.84

5.8 5.78

5.79

5.77

5.78

5.8 5.78

5.75

5.75

5.71

5.72

5.73

5.71

5.68

5.7 5.7 5.4

6.97

7.41

7.49

7.49

7.48

7.36

7.09

6.89

6.66

6.5 6.38

6.37

6.31

6.31

6.33

6.3 6.29

6.28

6.25

6.26

6.22

6.24

6.19

6.2 6.19

7.06

Page 112: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-26

1/17/90

1/23/90

194

194 194 194 194 194 194 194 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 207 207 207 207 207 207 207 207 207 207 207 207 207 207

3 6 9 12 15 18 24 30 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 19 20 21 22 23 24 25 26 27 0 1 2 3 4 5 6 7

8.1 9 10 11 12 13

22.2

22.1

20.7

17.4

14.8

12.3

11.6

11.5

21.54

21.54

21.53

21.5

21.45

21.39

20.91

20.51

19.75

18.74

17.61

16.43

15.53

14.34

13.5

12.82

12.17

11.89

11.66

11.49

11.51

11.41

11.35

11.31

11.29

11.27

11.25

11.25

11.25

21.87

21.69

21.62

21.05

20.66

20.09

19.05

17.81

16.72

15.82

14.61

13.61

13.04

12.46

8.7 8.6 8.9 9.2 8.7 7.4 6.3 5.9 8 8 8 8

7.9 7.9 7.6 7.1 6.7 6.3 6

5.5 5

4.8 5.3 5.3 4.7 4.4 4.4 4

3.9 3.9 3.8 3.7 3.6 3.5 3.4 3.4 3.4 8.4 8.4 8.4 8.1 7.9 7.6 7.1 6.6 6.2 5.4 4.9 5.2 5.4 5.2

7.07

6.97

6.51

6.12

6.13

6.08

6.06

6.06

5.02

6.05

6.25

6.24

6.22

6.18

5.79

5.58

5.43

5.29

5.26

5.17

5.11

5.1 5.13

5.09

5.08

5.06

5.03

5.05

5.03

5.03

5.06

5.02

5.03

5.02

5.06

5.02

5.05

7.01

6.94

6.93

6.57

6.29

6.07

5.9 5.77

5.67

5.52

5.45

5.44

5.41

5.4

Page 113: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-27

2/5/90

2/8/90

207 207 207 207 207 207 207 207 207 207 207 207 207 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 223 223 223 223 223 223 223 223

14 15

15.9

17.1

18.1

19 20.1

21 22 23 24

24.9

26 0 1 2 3 4 5 6 7 8

9.1 10

11.1

12 13 14

15.1

16.1

17.1

18 19 20 21 22 23

24.1

25 26 27 28 29 0 3 6 9 12 15 18 24

11.99

11.72

11.6

11.48

11.39

11.32

11.3

11.27

11.25

11.24

11.24

11.23

11.23

22.21

21.31

21.11

21.01

20.79

20.52

20.22

19.82

19.69

19.33

18.54

18.19

17.42

16.64

16.03

15.53

14.37

13.4

12.89

12.42

11.96

11.74

11.53

11.41

11.33

11.27

11.27

11.25

11.23

11.2

21.1

21 20.3

19.7

18.1

15.8

12.7

11.4

4.6 4.3 4.1 4

3.8 3.8 3.7 3.5 3.4 3.4 3.4 3.3 3.2 7.9 8

7.9 7.9 7.8 7.2 7.4 7.5 7.5 7.6 7.5 7.1 6.5 5.9 5.3 4.8 4.2 4.8 4.6 4.4 3.9 3.6 3.3 3.3 3

2.8 2.7 2.7 2.6 2.7 11.4

11.5

10.3

10.5

10.1

6.9

~~£ 3.8

5.34

5.34

5.31

5.31

5.31

5.3 5.32

5.32

5.3 5.3

5.29

5.31

5.28

5.93

6.03

6.01

5.92

5.89

5.59

5.48

5.44

5.41

5.37

5.22

5.16

5.15

5.13

5.12

5.08

5.03

5.07

5.03

5.01

4.98

5.01

5.01

4.97

5.02

4.99

4.99

4.98

5.02

5.01

6.7 6.79

6.21

6.23

5.99

5.92

5.86

5.82

Page 114: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-28

2/15/90

2/26/90

3/1/90

223 230 230 230 230 230 230 230 230 230 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 244 244 244 244 244 244 244 244 244 244 244 244 244

30 0 3 6 9 12 15 18 24 30 1

2.1 3.1 4.1 5.1 6

7.1 8.1 9.1 10.1

11.1

12.1

13 14.2

15 16.1

17 18.1

19.1

20 21 22 23 24 25 26 27

28.1

0 1 2 3 4 5 6 7 8 9 10 11 12

11.3

21.4

21.1

20.7

19.8

18.3

15.7

12.6

11.4

11.3

23.54

23.53

23.51

23.23

21.78

21.32

20.82

20.44

19.84

19.5

19.07

18.34

17.74

17.13

16.14

15.2

14.2

13.11

12.4

12.13

11.86

11.66

11.6

11.48

11.48

11.45

11.43

11.42

23.93

23.91

23.84

23.73

23.37

22.93

22.14

21.01

20.65

20.18

19.59

19.1

18.21

3.4 8.4 8.5 8.2 8

7.1 4.7 4.2 2.7 2.4 8.3 8.3 8.3 8.3 8.5 8.3 8.1 7.7 7.5 7

6.9 6.4 6.2 5.7 4.6 3.9 4.2 4.5 3.9 3.4 3.1 2.5 2.4 2.3 2.2 2.1 2.1 1.9 8.1 8.1 8.1 8.1 8.1 8.1 8

7.5 7.1 6.9 6.6 6.1 5.8

5.8 6.49

6.51

6.33

6.22

5.97

5.88

5.84

6.53

5.85

6.2 6.63

6.76

6.75

6.67

6.47

6.35

6.23

6.12

6.04

5.99

5.91

5.86

5.81

5.8 5.81

5.8 5.83

5.82

5.81

5.8 5.8 5.8 5.8

5.79

5.77

5.81

5.78

6.08

7.11

7.18

7.18

7.11

6.95

6.66

6.38

6.27

6.19

6.16

6.15

6.03

Page 115: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

3/2/90

3/8/90

3/20/90

244 244 244 244 244 244 244 244 244 244 244 244 244 244 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 251 251 251 251 251 251 251 251 251 263 263 263 263 263 263 263 263 263 263

13 14

15.1

16 17.1

18 19 20 21 22 23 24

25.1

26.1

0 1 2 3

4.1 5.1 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 0 1 2 3 4 5 6 7 8 9

17.44

16.44

15.02

13.97

13.21

12.56

12.27

11.94

11.71

11.59

11.58

11.53

11.51

11.49

23.82

23.81

23.81

23.3

22.64

21.74

21.36

20.85

20.37

19.94

19.47

18.81

18.11

17.04

15.97

14.88

13.91

12.96

12.51

12.04

11.8

11.67

11.56

11.54

11,51

11.5

11.5

21.2

21.13

21.06

20.85

20.69

20.68

20.45

19.98

19.76

19.6

5.2 4.4 3.8 4.2 4.4 3.7 3.3 2.8 2.4 2.2 2

1.8 1.8 1.4 8 8 8

8.1 8.1 7.4 7.2 7

6.7 6.5 6.3 6

5.6 5.1 4.2 3.9 4.3 4.3 3.4 2.9 2.4 2.3 2.2 2.1 2

1.9 1.8 7.7 7.7 7.7 7.6 7.6 7.6 7.3 6.9 6.9 6.9

6.03

6.03

6.06

6.06

6.06

6.07

6.02

6.02

6.06

6.05

6.04

6.51

6.48

6.97

7.4 7.37

7.39

7.34

6.93

6.96

7.19

7.2 7.14

7.06

7.04

7 6.95

6.97

6.94

6.99

7.05

7.14

7.14

7.16

7.17

7.19

7.17

7.24

7.24

7.13

7.18

6.09

6.31

7.1 7.13

7.35

7.35

7.29

7.12

7.09

7.15

Page 116: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir _ _ F - 3 0

4/2/90

4/6/90

263

263

263

263

263

263

263

263

263

263

263

263

263

263

263

263

263

263

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

280

280

280

280

280

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

0

2.1

3

4

5

6

7

8.1

9

10

11

12

13

14

15.1

16

17

18

19

20

21

22

23

24

25.1

26.1

27.1

28

0.2

1

2

3.1

4

19.3

19.05

18.73

18.49

17.86

16.84

15.94

14.61

13.58

12.84

12.17

11.88

11.71

11.66

11.62

11.61

11.6

11.6

21.14

21.06

21

20.58

20.29

19.96

19.67

19.5

19.37

19.3

19.17

18.94

18.63

18.24

17.47

16.49

15.31

13.97

12.82

12.29

12

11.79

11.72

11.65

11.62

11.61

11.6

11.6

20.62

20.45

20.37

20.31

20.28

7

6.8

6.5

6.4

5.7 4.2

3.7

3.9

3.7

3.2

2.5

2.3

2.2

1.9

1.9

1.8

1.8

1.6

7.4

7.4

7.5

7.1

7

7

6.9

6.9

6.8

6.8

6.4

6.4

6.1

5.9

4

3.4

3.6

3.5

2.5

2.6

2.1

1.7

1.5

1.6

1.4

1.4

1.3

1.4

8

8.1

8.1

8.1

8.1

7.1

7.05

6.99

7

7

6.9

6.75

6.76

6.81

6.82

6.7

6.78

6.79

6.8

6.82

6.82

6.83

6.82

6.65

7.33

7.3

7.21

6.96

6.89

6.96

7

7.03

7.08

7.1

7.05

6.97

7.03

6.84

6.79

6.82

6.94

7.14

7.19

6.76

6.74

6.75

6.75

6.75

6.73

6.77

6.79

8.07

8.86

9.21

9.25

9.29

Page 117: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

4/9/90

4/11/90

280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 283 283 283 283 283 283 283 283 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285

5 6 7 8 9 10 11 12 13

14.1

15 16.1

17.1

18.1

19 20.1

21.1

22 23 24 25

26.1

27 28 0 3 6 9 12 15 18 24 0 1 2 3 4 5 6 7 8 9 10 11

12.1

13.1

14 15.1

16 17 18

20.09

19.96

19.78

19.62

19.47

19.43

19.29

19.04

18.84

18.6

18.47

18.27

17.98

17.29

16.48

15.25

13.85

13.02

12.33

11.96

11.81

11.72

11.69

11.64

20.1

20.1

19.7

19.3

19 18.7

17.9

12.3

20.24

20.09

20.06

20.05

19.8

19.66

19.54

19.36

19.27

19.18

19 18.88

18.81

18.68

18.49

18.41

17.96

17.41

16.66

8.1 8

8.1 7.8 7.7 7.4 7.4 7.4 7.5 7.2 7.3 7.3 6.9 4.5 3.9 3.9 4

3.9 2.1 1.9 1.8 1.8 1.6 1.5 8.7 8.7 8.3 8

8.1 8 7

2.5 7.9 7.9 7.9 7.9 7.3 7.4 7.4 7.4 7.4 7.4 7.3 7.4 7.4

7.3 7.3 7.2 6.6 5.6 3.2

9.24

8.84

8.77

8.62

8.55

8.38

8.33

7.91

7.4 7.22

7.15

7.23

7.15

7.01

6.81

6.74

6.75

6.78

6.9 6.91

6.87

6.86

6.81

6.81

6.44

6.44

6.15

6.06

6.09

6.04

5.7 5.72

8.03

8.22

8.4 8.5

8.27

8.21

8.11

8.1 8.07

8.04

7.95

7.76

7.64

7.52

7.41

7.38

7.21

7.09

6.85

Page 118: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

5/24/90

6/5/90

285

285

285

285

285

285

285

285

285

285

285

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

328

340

340

340

340

340

340

340

340

19

20

21

22

23

24.1

25

26

27.1

28

29

0.3

1

2

3

4

5

6

7

8

9

9.9

11.1

12

13

14

15

16

17.1

18

19

20.1

21

22

23

24

25

26

26.1

28.1

29

30.1

31

0.6

1.2

2

3

3.9

5

5.9

7

15.43

13.98

12.99

12.32

12.02

11.81

11.72

11.69

11.66

11.64

11.62

15.92

15.93

15.88

15.94

15.95

15.94

15.89

15.94

15.94

15.94

15.93

15.93

15.92

15.87

15.86

15.88

15.85

15.77

15.79

15.61

15.5

15.24

13.86

13.05

12.62

11.98

11.77

11.75

11.58

11.61

11.56

11.59

14.97

14.94

14.99

14.81

14.77

14.75

14.74

14.68

3

3.2

2.9

2.4

1.6

1.5

1.3

1.2

1.1

0.9

0.8

7.5

7.5

7.6

7.6

7.6

7.6

7.6

7.5

7.6

7.6

7.5

7.6

7.5

7.5

7.5

7.5

7.4

7.4

7.4

7.4

7.5

7.5

3.3

1.7

1.1

0.5

0.5

0.3

0.3

0.2

0.2

0.3

7.5

7.5

7.5

7.5

7.4

7.4

7.3

7.4

6.86

6.83

6.76

6.69

6.71

6.68

6.65

6.65

6.66

6.64

6.64

4

5.07

5.24

5.28

5.3

5.33

5.36

5.4

5.35

5.38

5.38

5.38

5.37

5.4

5.42

5.39

5.35

5.36

5.31

5.3

5.29

5.25

4.94

4.94

4.99

5.14

5.14

5.14

5.24

5.28

5.31

5.34

1.51

3.91

4.32

4.83

5.01

5.11

5.17

5.22

Page 119: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-33

340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340

8.1 9

9.9 11 12 13 14 15 16 17 18 19 20 21

22.1

22.9

23.9

25 26 27 28 29

14.68

14.73

14.72

14.71

14.71

14.71

14.7

14.7

14.65

14.7

14.69

14.6

14.58

14.36

14.31

13.3

12.52

11.96

11.86

11.69

11.64

11.62

7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.3 7.3 7.2 4

0.8 0.4 0.3 0.3 0.3 0.3

5.27

5.27

5.33

5.36

5.36

5.39

5.34

5.38

5.36

5.38

5.42

5.39

5.38

5.37

5.35

5.15

5.05

5.12

5.28

5.26

5.2 5.15

DAV7

Table F-4 Measurement data for water temperature, pH, and dissolved oxygen at DAV7

Date(m/d/y)

7/3/89

7/31/89

8/9/89

9/5/89

Julian Date

3 3 3 3 3 3 3 31 31 31 31 31 31 40 40 40 40 40 67 67 67

Depth (m)

0 3 6 9 12 15 18 0 3 6 9 12 15 0 2 3 6 12 0 3 6

Temperature (°C)

13.9

13.5

13.5

13.3

13.3

13.3

13.3

11.4

11.3

11.1

11.1

11 11 11

10.5

10.6

10.5

10.5

11.1

10.5

10.2

DO(mg/L)

8.8 8.5 8.4 8.4 8.2 7.7 2 10

10.6

10.9

10.9

10.9

10.7

10.4

10.5

10.4

10.5

10.5

9.9 9.5 9.7

pH 6.42

6.4 6.35

6.34

6.39

6.3 6.27

6.39

6.28

6.27

6.21

6.26

6.19

6.69

6.67

6.65

6.61

6.61

6.9 6.83

6.77

Page 120: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-34

9/19/89

10/6/89

10/27/89

11/2/89

11/22/89

11/24/89

12/6/89

67 67 67 81 81 81 81 81 81 98 98 98 98 98 98 119 119 119 125 125 125 125 125 125 145 145 145 145 145 145 147 147 147 147 147 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159

9 12 15 0 3 6 9 12 15 0 3 6 9 12 15 0 3 6 0 3 6 9 12 15 0 3 6 9 12 15

13.1

12 11 9.9 8.8 0.7 1.8 3.2 4.3 5.1 6

7.1 8.3 9.5 10.5

11.5

12.9

14 15.3

16.4

17.2

10.1

IC 10

13.2

12.4

11.9

11.5

10.9

10.3

16.2

15.6

15.5

14.2

12.5

11.7

17.7

17.6

17.6

18 17.9

17.1

16.3

13.9

11.9

20.1

19.1

18.3

16.3

13.1

11.8

13.21

14.98

16.28

17.21

17.8

21.09

21.08

20.52

19.27

18.59

17.91

16.92

16.15

14.49

13.09

12.48

12.01

11.82

11.61

11.55

11.45

9.1 9.1 9

10.5

10.8

10.8

10.2

10 9.5 9.4 9.4 9.6 9.8 8.3 7.6 10.1

9.7 9.7 8.9 9 9 9

7.7 6.5 9.3 9.4 9 6

4.9 4.8 4.4 5.2 5.9 6

6.4 7.9 7.9 7.8 7.3 6.4 6.2 6.8 6.8 4.4 4.4 4.2 4.1 4.2 4.3 4.4 4.5

6.75

6.67

6.63

6.89

6.84

6.73

6.47

6.48

6.33

7.05

7.03

7.06

6.8 6.41

6.28

9.94

6.88

6.87

6.85

6.84

6.78

6.48

6.01

5.99

6.85

6.85

6.72

6.65

6 5.99

6.33

6.45

6.59

6.65

6.8 6.91

6.93

6.64

6.25

6.05

5.92

5.82

5.66

5.71

5.68

5.69

5.67

5.69

5.64

5.63

5.65

Page 121: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-35

12/8/89

12/14/89

12/17/89

12/21/89

159

161 161 161 161 161 161 167 167 167 167 167 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174

18.6

0 3 6 9 12 15 0

"T 6 9 12 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

19.9

0 0.3 1.4 2.4 3.3 4.4 5.4 6.3 7.4 8.4 9.3 10.4

11.4

12.6

13.7

14.6

15.7

16.8

11.4

20.6

20.4

17.6

15.9

15.9

15.9

23.4

22.8

21.5

20 15.2

22.36

22.21

22.01

21.67

21.05

20.73

20.42

19.91

19.08

18.25

17.06

16.41

15.67

15.19

14.28

13.98

12.57

12.03

11.63

11.58

11.5

22.64

22.63

22.13

21.96

21.72

21.25

20.54

19.36

17.91

16.69

15.89

14.8

13.94

13.36

12.59

11.88

11.62

11.54

4.6 9

8.9 7.9 6

5.5 5.5 8.5 8.7 8.9 8.5 5.3 7.6 7.7 7.7 7.7 7.5 7.4 7.3 7.2 6.9 6.6 6.1 5.8 5.5 5.2 4.8 4.2 3.2 3.2 4.1 4.2 4.3 7.6 7.7 7.6 7.5 7.5 7.5 7.2 6.9

6.3 5.9 5.6 5.5 5.3 5.1 4.8 4.6 4.5 4.4

5.65

6.6 6.56

6.35

6.22

5.98

6.85

6.84

6.61

6.45

6.03

7.06

8.08

8.24

8.01

7.72

7.49

7.43

7.08

6.94

6.73

6.5 6.37

6.25

6.23

6.17

6.08

6.03

6.06

6.14

5.99

5.96

5.33

7.16

7.32

7.15

7.1 6.89

6.61

6.37

6.17

6.07

5.99

5.94

5.88

5.83

5.81

5.76

5.75

5.74

Page 122: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

12/29/89

1/5/90

1/12/90

1/17/90

174 174 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 196 196 196 196 196 196 201 201

17.9

18.9

0 1 2 3 4 5 6 7

8.1 9 10 11 12 13 14 15 16 17 18 19 20 0 1 2 3

4.1 5 6 7

7.9 9 10 11 12 13 14 15 16 17 18 19 0 3 6 9 12 15 0 1

11.5

11.48

22.45

22.35

22.16

21.9

21.8

21.57

21.42

21.27

20.65

19.66

18.18

16.85

15.61

14.98

14.31

13.18

12.36

11.73

11.56

11.54

11.48

23.06

23.07

22.87

22.62

22.22

22 21.85

21.62

21.28

20.21

18.91

17.58

16.53

15.37

14.33

12.76

11.9

11.66

11.57

11.51

22.5

21.5

20.8

20.6

18.5

15.5

21.58

21.42

4.4 4.4 7.7 7.7 7.8 7.8 7.7 7.6 7.6 7.6 7.4 7.1 6.7 6.2 5.7 5.5 5.2 4.8 4.6 4.4 4.3 4.2 4.2 7.7 7.7 7.7 7.7 7.7 7.6 7.5 7.4 7.3 7

6.6 6

5.5 4.6 4.3 4.4 4

3.8 3.8 3.7 9.9 9.8 9.6 9.2 6.2 3.8 7.9 8

5.75

5.72

5.19

6.9 6.93

6.95

6.93

6.82

6.79

6.72

6.57

6.42

6.22

6.07

5.98

5.93

5.92

5.71

5.67

5.65

5.65

5.66

5.69

5.44

7.18

7.31

7.26

7.2 7.13

7.04

7 6.9

6.77

6.59

6.49

6.43

6.33

6.31

6.3 6.26

6.27

6.21

6.21

6.92

6.91

6.84

6.6 6.56

6.23

4.38

6.02

Page 123: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

1/23/90

1/25/90

2/1/90

201 201 201 201 201 201 201 201 201 201 201 201

201 201 201 201 201 201 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 209 209 209 209 209 209 216 216 216 216 216 216 216 216 216 216 216 216

2 3 A 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0.4 1 2 3

4.1 6.1 8.1 9.1 10.9

11 13 15 17 17 19 0 3 6 9 12 15 0 1

2.1 3 4 4 4 5 6 7 8 9

21.14

20.79

20.72

20.55

20.37

20.33

19.96

19.19

17.93

17.2

16.43

15.51

14.58

13.62

12.29

11.87

11.72

11.59

21.89

21.61

21.14

20.82

20.66

20.43

20.25

20.11

19.99

19.9

19.8

18.81

17.74

17.61

16.66

22.8

22.1

21.5

20.3

15.8

12.8

22.97

22.91

22.64

22.18

21.87

21.77

21.77

21.6

21.41

20.63

19.87

18.92

8 7.9 7.8 7.7 7.6 7.7 7.4 7.2 6.5 6

5.7 5

4.2 4

3.5 2.8 2.9 2.8 8.2 8.3 8.2 8.2 8.2 8.1 7.9 7.8 7.7 7.5 7.5 7.3 7.1 6.5 6.5

7.9 8 8

7.8 7.8 7.7 7.7 7.6 7.6 7.3 7.1 6.8

6.17

6.04

5.98

5.93

5.87

5.83

5.73

5.56

5.39

5.29

5.26

5.17

5.11

5.12

5.05

5.03

5.02

5.02

5.06

6.54

6.47

6.44

6.35

6.24

6.18

6.11

6.07

5.97

5.95

5.87

5.76

5.68

5.64

6.99

6.94

6.71

6.2 5.97

5.88

5.38

6.84

6.91

6.57

6.4 6.23

6.23

6.17

6.12

6.01

5.89

5.79

Page 124: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

2/3/90

2/15/90

2/26/90

3/1/90

216 216 216 216 216 216 216 216 218 218 218 218 218 218 218 230 230 230 230 230 230 230 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 244 244 244 244 244 244 244 244

10.1

11 12 13 14 15 16 17 0 3 6 9 12 15 18 0 3 6 9 12 15 18 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0.1 1 2 3 4 5 6 7

16.8

16.04

15.15

14.14

13.65

11.97

11.62

11.52

21.4

21.4

20.4

18.8

17 14.3

11.7

21 20.5

19.9

19.6

18.8

16.2

12.5

23.21

23.18

23.13

23.11

22.22

21.67

21.12

20.96

20.36

19.95

19.44

18.85

18.25

17.49

16.7

15.7

14.48

12.97

12.33

11.99

11.85

23.51

23.48

23.46

23.42

22.83

22.67

22.4

21.78

5.9 5.2 4.7 4.6 4.4 3.7 3.3 3.1 9.9 9.9 9.5 9.4 7

7.4 6

10.2

10.1

9.7 9.6 9.2 8.3 5.4 8.3 8.3 8.3 8.3 8.4 8.1 7.9 7.7 7.3 7

6.7 6.3 6.1 5.7 4.9 4

3.2 2.5 1.9 1.3 1.3 8 8

8.1 8

8.2 8.2 8.2 7.5

5.64

5.55

5.48

5.46

5.46

5.41

5.43

5.39

6.59

6.49

6.3 6.08

5.97

5.93

5.83

6.36

6.32

6.15

6.14

6.02

5.89

5.81

5.91

6.29

6.35

6.36

6.28

5.94

5.9 5.9

5.82

5.75

5.73

5.72

5.66

5.64

5.58

5.61

5.61

5.58

5.61

5.59

5.61

5.57

6.89

6.9 6.92

6.73

6.63

6.5 6.31

Page 125: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F.39

3/2/90

3/5/90

244

244 244

244

244

244

244

244

244

244

244

244

244

245

245

245

245

245

245

245

245

245

245

245

245

245

245

245

245

245

245

245

245

245

248

248

248

248

248

248

248

248

248

248

248

248

248

248

248

248

248

8

9

10

11.1

12

13

14

15

16

17

18

19

20

0.3

1.1

2

3

4

5

6

7

8

9

10

11

12

13

14

15.1

16

17

18

19

20

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

15.9

20.95

20.37

19.63

18.81

18.18

17.4

16.36

15.8

14.23

13.12

12.43

12.08

11.93

23.41

21.08

21.19

21.76

21.4

21.22

21.07

21.08

20.96

20.45

20.06

19.62

19.47

18.82

17.95

16.79

15.97

15.45

12.71

11.95

11.78

21.05

21.53

21.96

21.32

21.36

21.42

21.37

21.36

20.68

20.75

20.68

19.85

19.28

19.25

16.98

16.87

16.51

6.9

6.2

6

6

5.5

5.1

4.6 4

3.1

1.9

1.1

0.9

0.9

7.7

7.1

7.2

7.3

7.3

7.2

7.2

7.2

7.1

7

6.8

6.5

6.4

6.2

1 6

5.2

4.8

4.6

3.2

1.9 1.7

7.2

7.1

7.1

7.2

7.1

7.1

7.1

7.1

6.9

6.9

6.9

6.6

6.5

6.2

5.8

5.3

5.2

6.23

6.17

6.21

6.11

6.13

6.05

6.04

6.06

6.07

6.11

6.09

6.08

6.08

5.86

6.45

6.52

6.52

6.46

6.46

6.47

6.48

6.5

6.46

6.43

6.39

6.38

6.93

6.87

6.96

7.04

7.07

7.03

6.94

6.98

6.17

6.15

6.31

6.48

6.83

6.9

6.87

7.02

6.99

7.09

7.13

7.14

7.1

7.11

6.99

6.96

6.92

Page 126: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir p.40

3/12/90

3/14/90

3/20/90

248 248 248 248 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 257 257 257 257 257 257 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263

15.9

15.9

15.9

17 1 2

3.1 4.1 5.1 6 7

8.1 9.1 10.1

11.1

12.1

13 14.1

15.1

16 17 18

19.1

20.1

21.1

22 0 3 6 9 12 15 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

16.51

16.51

16.51

12.76

19.01

19.17

19.07

19.05

19.06

18.98

18.96

18.96

19.13

19.12

19.18

19.29

19.24

18.95

14.87

17.77

17.76

16.62

13.12

11.87

11.74

11.73

19.8

19.1

19 18.9

18.9

18.8

18.94

19 19.25

19.04

19.21

19.2

19.13

19.09

18.98

19.08

19.15

19.1

19.07

19.04

18.85

18.78

17.82

17.29

14.51

5.2 5.2 5.2 4.8 6.4 6.3 6.4 6.3 6.3 6.3 6.3 6.3 6.4 6.3

. 6.4

6.4 6.4 6.3 5.4 5.6 5.4 4.7 3.1 2.4 2 2

6.9 6.8 6.9 7

6.9

7 7

6.9 6.8 6.9 7 7

6.9 6.9 6.9

6.8 6.3 5.7 3.9

6.92

6.92

6.92

6.9 5.55

5.88

5.91

5.94

6.26

6.26

6.3 6.31

6.35

6.36

6.43

6.44

6.46

6.67

6.68

6.77

6.77

6.83

6.72

6.7 6.53

6.62

6.22

6.15

6.16

6.18

6.12

6.15

4.26

5.61

6.24

6.64

6.98

7.09

7.09

7.15

7.26

7.2 7.35

7.17

7.22

7.24

7.09

7.07

7.1 7.09

6.96

Page 127: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir p_41

3/21/90

4/2/90

4/4/90

4/6/90

263 264 264 264 264 264 264 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 278 278 278 278 278 278 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280

19 0 3 6 9 12 15 0 1 2 3 4

5.1 6 7

8.1 9 10 11 12 13 14 15 16

17.1

18.1

19.1

20 0 3 6 9 12 15 0 1 2

3.1 4.1 5

6.1 7 8 9 10 11 12 13

14.1

15.1

16.1

11.73

19.2

18.7

18.6

18.6

18.6

18.6

19.14

19.29

19.28

19.25

19.34

19.33

19.35

19.5

19.54

19.49

19.48

19.47

19.22

18.84

18.91

17.75

17.56

16.82

13.88

11.98

11.8

19 18.8

18.7

18.7

18.6

18.6

18.71

18.73

18.83

18.83

18.87

18.86

18.76

18.82

18.81

18.84

18.84

18.82

18.66

18.63

18.6

18.6

18.5

1.8 8.2 8 8 8

7.9 7.8 7 7 7

7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 6.8 6.4 6.2 6 4

2.1 1.4 8.1 8.1 8 8 8

7.9 8 8

7.9 8 8 8 8 8 8 8 8 8 8 8 8 8

6.92

6.33

6.36

6.33

6.34

6.35

6.34

7.44

7.44

7.57

7.38

7.39

7.52

7.51

7.6 7.51

7.53

7.49

7.61

7.68

7.61

7.44

7.36

7.21

7.23

7.2 7.07

7.03

7.01

6.27

6.31

6.32

6.22

6.27

12.51

12.17

12.28

12.25

12.13

11.62

10.11

9.91

9.67

9.44

9.35

9.14

8.96

8.78

8.75

8.57

8.4

Page 128: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F_42

4/11/90

4/20/90

6/5/90

280 280 280 280 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 294 294 294 294 294 294 294 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340

17.1

18.1

19 20 0 1 2

3.1 4 5 6 7

8.1 9

10.1

11.1

12 13.1

14 15 16 17

18.1

19 20 21 0 3 6 9 12 15 18 0.7 0.9 1.9 3 4

5.1 6

7.1 8.1 9.1 10

11.1

12 13.1

14 15 16 17

18.41

17.99

17.53

14.13

18.49

18.54

18.56

18.65

18.65

18.66

18.64

18.66

18.66

18.66

18.68

18.61

18.67

18.59

18.57

18.54

18.49

18.45

18.21

16.97

15.88

12.63

18.7

18.9

18.8

18.6

18.3

17.7

16.9

14.66

14.68

14.57

14.53

14.57

14.55

14.55

14.5

14.54

14.48

14.47

14.51

14.5

14.49

14.44

14.45

14.4

14.37

7.9 7.8 7.8 4.5 7.8 7.9 7.9 7.9 7.9 7.8 7.8 7.8 7.8 7.8 7.8 7.8 7.8 7.8 7.9 7.8 7.8 7.8 7.7 7.1 6.6 2.7 8.1 8.1 7.8 7.8 7.8 8.4 8.5 7.6 7.6 7.6 7.6 7.5 7.5 7.5 7.5

7.5 7.5 7.5 7.4 7.4 7.4 7.4 7.4 7.3 7.4

8.29

8.22

8.18

7.79

5.45

5.52

5.51

5.6 5.61

5.65

5.65

5.67

5.68

5.7 5.71

5.95

5.96

6.02

6.03

6 6.01

6 5.99

5.88

5.85

5.75

6.38

6.14

6.04

6.09

6.08

6.01

5.9 2.23

4.23

4.86

4.92

5 5.13

5.19

5.23

5.27

5.26

5.25

5.29

5.25

5.27

5.31

5.32

5.29

5.29

Page 129: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

340 340 340 340 340

18 19 20 21 22

14.27

14.2

14.15

14.1

14.02

7.5 7.5 7.4

|_ 7.3

7.4

5.34

5.33

5.33

5.39

5.34

DAV9

Table F-5 Measurement Data for Water Temperature, pH, Dissolved Oxygen atDAV9

Date

ll-Dec-89

14-Dec-89

17-Dec-89

Julian date

164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 167 167 167 167 167 167 167 167 167 167 167 167 167 167 167 167 170 170

Depth (m)

0.5 1.5 2.4 3.4 5 6.1 6.6 7.6 8.5 9.4 10.4

11.6

12.6

13.5

14.4

15.4

16.5

17.5

18.5

19.5

0.1 1.1 2 3.1 4.1 5 5.9 6.9 7.8 8.9 9.8 10.8

11.7

12.8

13.8

14.9

0 1

Temperature (°C)

22.42

22.11

21.79

21.65

20.92

20.66

20.54

20.06

19.11

18.08

16.36

14.95

13.55

12.75

12.09

11.86

11.67

11.51

11.45

11.42

23.24

23.19

23.23

23.16

23.2

22.98

22.84

22.42

22.02

21.15

20.51

17.63

15.54

14.44

13.18

12.6

22.13

21.9

DO (mg/L)

7.6 7.7 7.8 7.8 7.9 7.9 7.9 7.7 7.6 6.7 4.3 4.6 4.3 3.9 4 3.9 4 4 4.2 4.1 7.5 7.6 7.6 7.6 7.6 7.6 7.7 7.7 7.7 7.7 7.3 6.3 5.3 4.8 4 3.8 7.8 7.8

pH

5.68

6.85

6.89

6.9 6.77

6.67

6.59

6.42

6.18

5.95

5.65

5.63

5.58

5.56

5.55

5.57

5.55

5.54

5.55

5.55

5.7 6.72

6.93

6.98

7.01

7.02

7.02

6.93

6.8 6.58

6.4

6.05

5.87

5.82

5.74

5.74

6.44

7.96

Page 130: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir ¥-44

21-Dec-89

29-Dec-89

17-Jan-90

170 170 170 170 170 170 170 170 170 170 170 170 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 201 201 201 201

2 3 4 5 6 7 8 9 10 11 12 13 0 0.4 1.4 2.4 3.4 4.4 5.4 6.5 7.5 8.4 9.5 10.5

11.5

12.5

13.5

14.5

15.6

16.5

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 1 2 3

21.84

21.82

21.8

20.84

20.46

20.03

19.32

18.26

17.03

16.16

15.34

14.89

22.88

22.84

22.72

21.93

21.66

21.28

20.34

19.32

17.88

16.92

16.13

15.13

14.42

13.7

12.88

12.32

11.86

11.75

22.68

22.52

21.98

21.92

21.91

21.86

21.35

21.16

20.69

19.26

17.98

16.49

15.43

14.74

13.83

13.07

12.08

21.8

21.42

21.38

21.02

7.9 7.8 7.9 7.5 7.4 7.3 7 6.7 6 5.9 5.5 5.3 7.8 7.8 7.8 7.8 7.7 7.6 7.3 6.9 6.4 6 5.7 5.3 5.2 5.1 5.1 4.7 4.8 4.6 7.7 7.7 7.8 7.8 7.8 7.7 7.5 7.6 7.4 7 6.6 5.9 5.7 5.5 5.1 4 4.6 8 8 8 7.8

8.02

8 8.05

7.49

7.3 7.14

7 6.82

6.63

6.56

6.41

6.31

5.27

6.96

7.2 7.04

6.94

6.79

6.61

6.36

6.2 6.07

6.01

5.92

5.89

5.83

5.79

5.76

5.73

5.72

5.65

6.76

6.98

6.96

6.98

6.9 6.71

6.64

6.57

6.32

6.15

6.01

5.97

5.92

5.84

5.83

5.83

6.16

6.4 6.45

6.2

Page 131: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir j?_45

5-Feb-90

26-Feb-90

5-Mar-90

201 201 201 201 201 201 201 201 201 201 201 201 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 248 248 248 248 248 248

4 5 6 7 8 9 10 11 12 13 14 15 0.1 1 2 3 4 5 6 7.1 8.1 9.1 10 11 12 13.1

14.1

15 0.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0.4 1 2 3 4 5

20.93

20.86

20.52

20.37

19.66

18.83

17.63

16.77

15.77

14.97

13.67

12.59

21.54

21.21

20.93

20.5

20.2

19.82

19.69

19.56

19.45

19.2

18.66

18.48

18.26

17.62

17.15

16.44

23.38

23.31

23.19

23.12

22.5

22 21.53

21.23

20.88

20.18

19.92

19.1

18.58

18.05

17.15

16.23

15.45

25.3

25.25

25.22

25.23

23.02

22.03

7.8 7.7 7.7 7.6 7.2 7 6.4 6.1 5.5 5.2 4.1 4 7.9 7.9 7.8 7.7 7.7 7.6 7.6 7.6 7.6 7.7 7.7 7.7 7.6 7.6 7.1 6.1 8.2 8.3 8.3 8.3 8.2 8.3 8 7.8 7.5 7.2 6.9 6.5 6.3 6.1 5.7 4.9 4.1 7.8 7.9

7.9 7.9 7.8 7.4

6.05

6.01

5.95

5.9 5.62

5.51

5.34

5.28

5.22

5.18

5.11

5.09

5.86

5.95

5.87

5.73

5.56

5.46

5.47

5.46

5.42

5.36

5.2 5.2 5.15

5.14

5.11

5.1 5.4 6.36

6.43

6.44

6.09

6.2 5.89

5.88

5.82

5.84

5.83

5.82

5.79

5.75

5.73

5.85

5.82

6.08

6.6 7.04

7.5 7.31

7.13

Page 132: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-46

20-Mar-90

2-Apr-90

17-May-90

248 248 248 248 248 248 248 248 248 248 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 321 321 321 321 321 321

6.1 7.1 8 9.1 10.1

11 12 13 14 15 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0 1 2 3 4 5 6 7 8 9 10 11 12 13

14 15 16 0 1 2 3 4 5

21.73

21.27

20.85

20.54

20.29

19.92

19.32

19.01

17.95

16.97

21.07

20.93

20.7

20.65

20.66

20.12

19.87

19.7

19.51

19.44

19.36

19.33

19.08

18.91

18.69

18.1

16.3

15.11

21.37

21.14

20.99

20.71

20.16

19.92

19.68

19.6

19.55

19.39

19.27

19.19

19.06

18.78

18.26

17.26

16.24

16.65

16.63

16.67

16.67

16.67

16.67

7.4 7.1 7 6.9 6.8 6.5 6.4 6.3 6.1 5.9 7.6 7.6 7.6 7.6 7.6 7.3 6.8 7.2 7.2 7.1 7.1 7.1 6.6 6.6 6.3 6.2 3.9 3.5 7.7 7.8 7.8 7.6 7.4 7.4 7.3 7.2 7.2 7.1 7 7 6.9 6.8 6.5 4.3 3.6 10.4

10.4

10.4

10.4

10.4

10.4

7.05

7 6.94

6.89

6.88

6.78

6.76

6.81

6.8 6.77

5.01

6.35

6.35

7.34

7.34

7.25

7.21

7.27

7.24

7.33

7.22

7.4 7.36

7.32

7.17

7.07

6.89

6.93

8.62

8.8 8.68

8.07

7.83

7.88

7.63

7.58

7.52

7.52

7.56

7.6 7.61

7.29

7.19

6.89

6.8 4.49

4.83

5.09

5.15

5.2 5.22

Page 133: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-47

5-Jun-90

321 321 321 321 321 321 321 321 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340

6 7 8 9

10.1

11 12 13 0.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

16.66

16.67

16.59

16.58

16.63

16.58

16.63

16.61

14.7

14.74

14.65

14.64

14.64

14.63

14.61

14.6

14.6

14.57

14.55

14.55

14.49

14.52

14.51

14.44

14.4

10.4

10.4

10.5

10.5

10.4

10.5

10.4

10.4

7.9 7.6 7.6 7.5 7.5 7.5 7.5 7.5 7.5 7.4 7.5 7.5 7.5 7.5 7.4 7.5 7.5

5.23

5.3 5.33

5.35

5.34

5.35

5.33

5.27

1.71

3.82

4.52

5.07

5.13

5.2 5.25

5.3 5.32

5.36

5.35

5.39

5.38

5.39

5.37

5.36

5.29

DAV13

Table F-6 Measurement data for water temperature, pH, and dissolved oxygen at

DAV 13

Date

Il-Dec-89

14-Dec-89

Julian Date

164

164

164

164

164

164

164

164

164

164

164

164

167

167

Depth (m)

0.5

1

2

3

4

5

5.9

6.1

7

8

9

10

0.1

1.2

Temperature (oC)

23.03

22.1

21.84

21.35

20.96

20.73

20.45

20.47

20.21

19.69

19.11

17.95

23.76

23.61

DO (mg/L)

7.6

7.7

7.8

8

8

8

7.8

7.8

7.6

7.5

7.5

7.5

7.6

7.7

pH

5.59

6.67

6.72

6.79

6.78

6.75

6.53

6.4

6.28

6.24

6.24

6.2

5.44

6.8

Page 134: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-48

21-Dec-89

17-Jan-90

5-Feb-90

167

167

167

167

167

167

167

167

167

167

174

174

174

174

174

174

174

174

174

174

174

174

174

201

201

201

201

201

201

201

201

201

201

201

201

201

201

201

201

220

220

220

220

220

2.1

3

4.1

5

6

7

8

9

10

11

-0.8

0.4

1.4

2.4

3.3

4.3

5.3

6.3

7.3

8.3

9.5

10.6

11.7

0

1

1.9

2

3

4

5

6

7

8

9

10

11

12

13

14

0.2

1

2

3

3.9

23.52

23.38

23.22

22.42

21.78

21.39

20.96

20.27

19.34

16.97

22.7

22.71

22.59

22.15

21.79

21.46

20.53

19.1

18.17

16.81

15.87

15.03

14.16

21.22

20.83

20.8

20.79

20.75

20.6

20.49

20.4

20.21

19.8

19.27

18.12

17.12

16.36

15.53

14.87

20.44

20.08

19.98

19.77

19.63

7.8

7.7

7.7

7.8

8.2

8.2

7.9

6.7

6.7

6.2

7.7

7.7

7.7

7.8

7.7

7.2

6.2

5.8

5.7

4.8

3.6

1.9

1.6

7.6

7.6

7.5

7.5

7.5

7.5

7.4

7.1

5.8

6.4

5.7

1.8

0.1

0

0

0

7.8

7.8

7.7

7.6

7.6

6.87

6.87

6.84

6.84

6.89

6.88

6.66

6.29

6.24

5.99

5.22

7.03

7.15

7.15

7.04

6.83

6.54

6.37

6.2

6.01

5.84

5.79

5.75

5.79

5.82

5.81

5.8

5.77

5.77

5.74

5.66

5.46

5.54

5.5

5.16

5.26

5.41

5.49

5.74

5.34

5.4

5.34

5.36

5.31

Page 135: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Ounlitv at Avon Reservoir

**•

26-Feb-90

2-Mar-90

220

220

220

220

220

220

220

220

220

220

220

220

241

241

241

241

241

241

241

241

241

241

241

241

241

241

241

241

241

245

245

245

245

245

245

245

245

245

245

245

245

245

245

245

5

6.1

7

8

9

10

11

12.1

13.1

14.1

15

16

0.2

1

2

3

4

5

6

7

8

8.9

10

11

12

13

14

15

16

0.4

1

2

3

4

5.1

6.1

7

8.1

9

10.1

10.1

11

12

13

19.56

19.43

19.32

19.17

18.89

18.54

18.22

17.86

17.47

17.39

17.33

17.3

23.57

23.49

23.24

22.58

22.2

21.77

21.43

21.04

20.62

20.27

19.79

19.14

18.45

17.7

16.85

15.94

15.27

23.19

22.74

21.87

21.43

21

20.72

20.57

20.39

20.23

20

19.79

19.79

19.46

19.18

18.77

7.6

7.6

7.7

7.7

7.7

7.7

7.9

7.9

8

8

8

7.9

8.4

8.5

8.6

8.4

8.3

8.1

7.7

6.8

7.5

6.1

5.6

5

4.9

3.9

3.1

1.6

1

8.1

7.6

7.6

7.3

7.2

7.1

7

6.8

6.7

6.6

5.5

5.5

5.5

5.3

5

5.34

5.33

5.33

5.3

5.35

5.39

5.41

5.45

5.48

5.47

5.5

5.51

5.62

6.47

6.39

6.18

6.12

6.04

5.98

5.89

5.97

5.9

5.8

5.75

5.71

5.68

5.61

5.56

5.57

6.01

6.37

6.42

6.48

6.46

6.42

6.42

6.39

6.38

6.37

6.33

6.33

6.33

7.2

7.25

Page 136: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

20-Mar-90

2-Apr-90

11-Apr-90

245

245

263

263

263

263

263

263

263

263

263

263

263

263

263

263

263

263

263

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

276

285

285

285

285

285

285

285

285

14.1

15

0

1

2

3

4

5

6

6.9

8

9

10

11

12

13

14

15

16

0

1

2

3.1

4.1

5.1

6.1

7

8.1

9.1

10

11

12

13

14.2

15.1

16

0

1.1

2.1

3

4

5.1

6

7.1

18.2

17.76

19.18

19.07

18.95

18.9

18.87

18.86

18.84

18.84

18.81

18.79

18.76

18.74

18.72

18.69

18.62

18.54

18.47

20.26

19.92

19.41

19.22

19.17

19.15

19.12

19.1

19.11

19.09

19.06

19.06

19.04

19.01

18.98

18.97

18.9

19.12

18.72

18.49

18.38

18.41

18.36

18.35

18.34

3.8

2.3

6.8

6.5

6.4

6.4

6.4

6.5

6.4

6.3

6.3

6.3

6.3

6.2

6.2

6.1

6.1

6

6

7.2

7.3

7.3

7.1

7

6.9

6.8

6.7

6.7

6.7

6.6

6.4

6.4

6.2

6.1

6.2

6.2

7.8

7.8

7.8

7.8

7.7

7.7

7.7

7.7

6.73

6.73

3.82

5.42

6.68

6.99

7

7.2

7.17

7.33

7.3

7.42

7.15

7.18

7.3

7.29

7.28

7.42

7.28

7.37

7.73

7.51

7.44

7.39

7.38

7.33

7.32

7.48

7.44

7.49

7.47

7.47

7.15

7.13

7.2

7.24

4.34

5.28

5.38

5.42

5.5

5.54

5.57

5.61

Page 137: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-51

17-May-90

5-Jun-90

285

285

285

285

285

285

285

285

285

285

321

321

321

321

321

321

321

321

321

321

321

321

321

321

321

321

321

321

340

340

340

340

340

340

340

340

340

340

340

340

340

340

340

340

8

9

10.1

11.1

12

13

14

15.1

16

17

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17.1

0.5

1

2

3

4

5

5.9

7.1

8 i

9

9.9

11

12

13

14

15

18.36

18.31

18.33

18.26

18.26

18.19

17.99

17.7

17.44

17.39

16.63

16.64

16.63

16.61

16.61

16.55

16.55

16.6

16.61

16.6

16.6

16.59

16.54

16.59

16.58

16.57

16.38

16.2

14.62

14.63

14.52

14.5

14.44

14.44

14.48

14.49

14.47

14.48

14.43

14.46

14.45

14.44

14.36

14.36

7.5

7.4

7.4

7.4

7.4

7.4

7.5

7.6

7.7

7.7

10.4

10.4

10.4

10.4

10.4

10.5

10.5

10.4

10.4

10.4

10.4

10.5

10.5

10.5

10.5

10.5

10.6

10.7

7.7

7.7

7.6

7.5

7.4

7.5

7.5

7.4

7.4

7.4

7.4

7.4

7.3

7.3

7.4

7.4

5.58

5.76

5.72

5.75

5.77

5.75

5.77

5.8

5.8

5.8

5.42

5.42

5.39

5.4

5.41

5.41

5.4

5.39

5.34

5.33

5.36

5.34

5.36

5.37

5.33

5.37

5.34

5.35

1.78

4.33

4.56

4.85

5.02

5.11

5.2

5.24

5.28

5.25

5.32

5.35

5.31

5.31

5.33

5.34

Page 138: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-52

340 16 14.26 7.4 5.34

Chl-a

DAVl

Table F-7 Measurements of Chi a at DAVl

Date

14-M-89

21-Jul-89

21-Aug-89

12-Sep-89

21-Sep-89

1 l-Oct-89

31-Oct-89

10-Jan-90

18-Jan-90

8-Feb-90

15-Feb-90

8-Mar-90

27-Mar-90

9-Apr-90

Julian Date 14 21 52 74 83 103 123 194 202 223 230 251 270 283

depth 0m

0.7 0.9 0.4 0.1 0.1 0.6 6.5 3.5 6 4.7 3.6 5.6 5.6

depth 3m

1 0.9 0.9 0.9 0.1 0.1 0.4 3.9 4.3 5.8 5.2 1.8 6 5.4

depth 6m

1 1.1 1 0.7 0.2 0.1 0.4 3.4 4.3 4.9 5.9 1.5 5.3 6

depth 9m

1 1.1 0.6 0.7 0.6 0.1 1 3.6 6.4 4.5 4.9 2.6 3.4 2.3

depth 12m

0.2 0.9 0.5 0.7 0.1 0.2 0.9 2.8 4.1 5.4 3 3.5 2 1.8

NH4-N, N0X and TKN

DAVl

Table F-8 Measurements ofNH4-N, NOx and TKN at DAVl

Date

14-Jul-89

Julian date

14

14

14

14

14

14

14

14

14

14

14

14

Depth(m)

0

3

6

9

12

15

18

24

30

36

42

48

NH4-N(mg/L)

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

NOx(mg/L)

0.06

0.06

0.05

0.05

0.06

0.06

0.05

0.06

0.04

0.06

0.05

0.05

TKN(mg/L)

0.21

Page 139: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F.53

21-Jul-89

21-Aug-89

12-Sep-89

21-Sep-89

21

21

21

21

21

21

21

21

21

21

21

21

52

52

52

52

52

52

52

52

52

52

52

52

74

74

74

74

74

74

74

74

74

74

74

74

83

83

83

83

83

83

83

83

0

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.04

0.03

0.02

0.02

0.02

0.03

0.02

0.01

0.03

0.02

0.01

0.02

0.01

0.01

<0.01

0.01

0.01

0.01

0.02

0.01

<0.01

0.06

<0.01

0.05

0.03

0.03

0.03

0.04

0.05

0.04

0.04

0.03

0.05

0.01

0.03

<0.01

<0.01

<0.01

0.05

0.04

0.04

0.04

0.04

0.04

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.04

0.04

0.06

0.04

0.04

0.04

0

0.03

0.03

0.03

0.03

0.03

0.03

0.03

0.03

0.03

0.19

0.05

0.03

0.16

0.05

0.03

0.03

0.06

0.34

0.32

0.11

0.11

Page 140: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F.54

ll-Oct-89

30-Oct-89

29-Nov-89

10-Jan-90

83

83

83

83

103

103

103

103

103

103

103

103

103

103

103

103

122

122

122

122

122

122

122

122

122

122

122

122

152

152

152

152

152

152

152

152

152

152

152

194

194

194

194

194

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

0

3

6

9

12

0.04

0.04

0.05

0.05

0

0.07

0.04

0.03

0.01

0

0.01

0.06

0.03

0.01

0.02

0.02

0.04

0.03

0.03

0.03

0.03

0.03

0

0.03

0.02

0

0

0

0

0

0

0

0

0

0

0.02

0.03

<0.01

0.06

0.14

0.13

0.15

0.19

0.15

0.03

0.03

0.03

0.03

0

0.01

0.01

0.01

0.02

0.01

0.02

0.03

0.02

0.03

0.03

0.02

0.01

0

0

<0.01

<0.01

<0.01

0.01

0.01

0.01

0.02

0.01

<0.01

0

0

0

0

0

0

0

0.01

0

0.01

0.02

<0.01

<0.01

<0.01

<0.01

<0.01

0.06

0.23

0.13

0.6

Page 141: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-55

18-Jan-90

8-Feb-90

15-Feb-90

8-Mar-90

194

194

194

194

194

194

194

202

202

202

202

202

202

202

202

202

202

202

202

223

223

223

223

223

223

223

223

223

223

223

223

230

230

230

230

230

230

230

230

230

230

230

230

251

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0

0.11

0.11

0.11

0.12

0.12

0.15

0.11

0.01

0.01

0.03

0.01

0.04

0.02

0.02

0.03

0.06

0.22

0.03

0.05

0.14

0.12

0.12

0.13

0.13

0.13

0.13

0.13

0.13

0.14

0.14

0.14

0.09

0.08

0.1

0.12

0.1

0.1

0.09

0.11

0.09

0.1

0.11

0.1

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.1

0.01

0.04

0.01

0.04

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.13

<0.01

<0.01

<0.01

<0.01

<0.01

0.09

0.35

0.52

0.18

Page 142: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-56

27-Mar-90

9-Apr-90

7-May-90

251

251

251

251

251

251

251

251

251

251

251

270

270

270

270

270

270

270

270

270

270

270

270

283

283

283

283

283

283

283

283

283

283

283

283

311

311

311

311

311

311

311

311

311

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0

3

6

9

12

15

18

24

30

<0.01

<0.01

<0.01

<0.01

0

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.02

0.01

0

0.01

0.01

0.01

0.02

0.02

0.03

0

0.03

0.04

<0.01

0

<0.01

<0.01

0

<0.01

<0.01

<0.01

0

0

<0.01

0

0.01

0

0.01

<0.01

<0.01

<0.01

<0.01

0.01

0

<0.01

<0.01

<0.01

0

0

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.53

<0.01

0.04

<0.01

0.36

<0.01

<0.01

<0.01

0.02

0.01

0.01

0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0

0

<0.01

0

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.54

0.12

0.16

Page 143: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-57

2 l-May-90

7-Jun-90

311

311

311

325

325

325

325

325

325

325

325

325

325

325

325

342

36

42

48

0

3

6

9

12

15

18

24

30

36

42

48

0.02

<0.01

<0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.02

0.01

0.01

0.02

<0.01

<0.01

<0.01

0.01

0.01

0.01

0.01

0.01

<0.01

<0.01

0.02

0.04

0.05

0.06

0.08

0.3

0.08

K Dissolved inorganic nitrogen = NH4-N + NOx

DAV7

Table F-9 Measurements ofNH4-N, NOx and TKN at DAVl

Date

5-Jan-89

5-Jan-89

5-Jan-89

5-Jan-89

5-Jan-89

5-Jan-89

5-Jan-89

16-Jan-89

16-Jan-89

16-Jan-89

16-Jan-89

16-Jan-89 1

16-Jan-89

16-Jan-89

3-Feb-89

3-Feb-89

3-Feb-89

3-Feb-89

Julian date Depth (m)

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

NH4-N (mg/L)

<0.01

<0.01

<0.01

0.01

0.03

0.05

0.07

0.01

0.01

0.01

0.01

0.02

0.04

0.07

0

0

0

0

NOx(mg/L)

0.01

0.01

0.01

0.04

0.03

0.03

0.04

0.01

0.01

0.01

0.01

0.03

0.03

0.04

0

0

0

0

TKN (mg/L)

0.14

0.14

0.14

0.18

0.22

0.22

0.22

0.07

0.14

0.13

0.11

0.08

0.13

0.15

0.1

0.1 0.17

0.08

Page 144: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-58

3-Feb-89

3-Feb-89

3-Feb-89

14-Feb-89

14-Feb-89

14-Feb-89

14-Feb-89

14-Feb-89

14-Feb-89

14-Feb-89

l-Mar-89

l-Mar-89

l-Mar-89

l-Mar-89

l-Mar-89

l-Mar-89

l-Mar-89

14-Mar-89

14-Mar-89

14-Mar-89

14-Mar-89

14-Mar-89

14-Mar-89

14-Mar-89

l-Apr-89

l-Apr-89

l-Apr-89

l-Apr-89

l-Apr-89

l-Apr-89

l-Apr-89

l-Apr-89

l-Apr-89

2-Apr-89

2-Apr-89

2-Apr-89

2-Apr-89

2-Apr-89

2-Apr-89

2-Apr-89

6-Apr-89

6-Apr-89

6-Apr-89

6-Apr-89

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

13

14

15

18

0

3

6

9

12

15

18

0

3

6

9

0.01

0.02

0.07

0.01

0.01

0.01

0

0.01

0.03

0.09

0

0

0.01

<0.01

<0.05

0.04

0.06

<0.01

<0.01

0

0

0.02

0.02

0.14

0.01

0.02

0.01

0.02

0.02

0.01

0.01

0.01

0

<0.01

0.12

<0.01

<0.01

0.12

0.08

0

0

<0.01

<0.01

0

0

0

<0.01

<0.01

0.03

0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.02

0

0.02

0.03

0.03

0.01

<0.01

<0.01

0.01

0.02

0.03

0.01

<0.01

0

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.01

<0.01

0.04

0

0

0

0

0

0

0

0

0.07

0.12

0.15

0.54

0.74

0.37

0.51

0.44

0.44

0.51

0.42

0.41

0.5

0.52

0.63

0.46

0.32

0.16

0.1

0.12

0.11

0.06

0.17

0.18

0.22

0.24

0.67

0.18

0.32

0.33

0.54

0.46

0.31

0.15

0.07

0.19

0.12

0.06

0.24

0.13

0.06

0.02

0.37

0.28

Page 145: 1998 Dynamic modelling of water quality for a water supply

6-Apr-89

6-Apr-89

6-Apr-89

18-Apr-89

18-Apr-89

18-Apr-89

18-Apr-89

18-Apr-89

18-Apr-89

18-Apr-89

l-May-89

l-May-89

l-May-89

l-May-89

l-May-89

l-May-89

l-May-89

9-Jun-89

9-Jun-89

9-Jun-89

9-Jun-89

9-Jun-89

9-Jun-89

9-Jun-89

3-Jul-89

3-Jul-89

3-Jul-89

3-Jul-89

3-Jul-89

3-Jul-89

3-Jul-89

30-Jul-89

30-Jul-89

30-Jul-89

30-Jul-89

30-Jul-89

30-Jul-89

9-Aug-89

9-Aug-89

9-Aug-89

9-Aug-89

9-Aug-89

9-Aug-89

5-Sep-89

3

3

3

3

3

3

3

30

30

30

30

30

30

40

40

40

40

40

40

67

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

0

3

6

9

12

15

0

<0.01

0.03

0.04

<0.01

<0.01

<0.01

<0.01

0.01

0.03

0.07

0.04

0.02

0.02

0

0.02

0

0.09

0.01

0.01

0.01

0.01

0.02

0.01

0

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.01

0.03

0.02

0.02

0.02

0.02

0.01

0.02

0.03

0.02

0.01

0.01

0.02

0.02

0.03

0.03

<0.01

0.01

0.01

<0.01

<0.01

0.15

<0.01

0.02

0.01

0.01

0.01

0.01

0.01

0.01

<0.01

0.01

<0.01

<0.01

0.03

0.01

0.01

0.01

0

0.01

0.01

0

0.01

0.01

0

0.01

0

0

<0.01

<0.01

0.01

0.01

0.01

0.03

0.01

0.01

<0.01

0.12

0.12

0.12

0.1

0.15

0.1

0.22

0.06

0.21

0.18

0.3

0.57

0.47

0.23

0.57

0.27

0.33

0.29

0.33

0.28

0.35

0.39

0.26

0.43

0.14

0.15

0.11

0.27

0.2

0.19

0.18

0.19

0.37

Page 146: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

5-Sep-89

5-Sep-89

5-Sep-89

5-Sep-89

19-Sep-89

19-Sep-89

19-Sep-89

19-Sep-89

19-Sep-89

19-Sep-89

6-Oct-89

6-Oct-89

6-Oct-89

6-Oct-89

6-Oct-89

6-Oct-89

2-Nov-89

2-Nov-89

2-Nov-89

2-Nov-89

2-Nov-89

2-Nov-89

22-Nov-89

22-Nov-89

22-Nov-89

22-Nov-89

22-Nov-89

22-Nov-89

27-Nov-89

27-Nov-89

27-Nov-89

8-Dec-89

8-Dec-89

8-Dec-89

8-Dec-89

8-Dec-89

8-Dec-89

14-Dec-89

14-Dec-89

14-Dec-89

14-Dec-89

14-Dec-89

I2-Jan-90

12-Jan-90

67

67

67

67

81

81

81

81

81

81

98

98

98

98

98

98

125

125

125

125

125

125

145

145

145

145

145

145

150

150

150

161

161

161

161

161

161

167

167

167

167

167

196

196

3

6

9

12

0

3

6

9

12

15

0

3

6

9

12

15

0

3

6

9

12

15

0

3

6

9

12

15

0

3

6

0

3

6

9

12

15

0

3

6

9

12

0

3

0.03

0.04

0

<0.01

0

0

0.05

0

0.02

<0.01

0.03

0.03

0.02

0.02

0.02

<0.01

0.05

0.04

0.04

0.03

0.05

0.07

0.03

0.03

0.04

0.02

0.08

0.08

0.02

0.02

0.01

0.06

0.06

0.12

0.08

0.09

0.08

0.02

0.03

0.02

0.06

0.04

0.21

0.15

0.01

0.01

0.01

<0.01

0.02

0.01

0.04

0.01

0.06

0.05

0.15

0.01

0.01

0

0.01

0.01

0.27

0

<0.01

<0.01

<0.01

0.03

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.0l

<0.01

<0.01

0.14

0.12

0.13

0.15

0.15

0.18

0

0

0.01

0.01

0.01

<0.01

<0.01

0.05

0.1

0.13

0.34

0.28

0.68

0.04

0.59

Page 147: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

I2-Jan-90

12-Jan-90

12-Jan-90

12-Jan-90

25-Jan-90

25-Jan-90

25-Jan-90

25-Jan-90

25-Jan-90

25-Jan-90

3-Feb-90

3-Feb-90

3-Feb-90

3-Feb-90

3-Feb-90

3-Feb-90

3-Feb-90

4-Feb-90

4-Feb-90

4-Feb-90

4-Feb-90

4-Feb-90

4-Feb-90

4-Feb-90

15-Feb-90

15-Feb-90

15-Feb-90

15-Feb-90

15-Feb-90

15-Feb-90

15-Feb-90

2-Mar-90

20-Mar-90

20-Mar-90

20-Mar-90

20-Mar-90

20-Mar-90

20-Mar-90

4-Apr-90

4-Apr-90

4-Apr-90

4-Apr-90

4-Apr-90

4-Apr-90

196

196

196

196

209

209

209

209

209

209

218

218

218

218

218

218

218

219

219

219

219

219

219

219

230

230

230

230

230

230

230

245

263

263

263

263

263

263

278

278

278

278

278

278

6

9

12

15

0

3

6

9

12

15

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

0

3

6

9

12

15

0

3

6

9

12

15

0.16

0.18

0.14

0.15

0.04

0.02

0.02

0.02

0.04

0.03

0.13

0.12

0.1

0.16

0.11

0.15

0.18

0.09

0.07

0.06

0.06

0.06

0.11

0.2

0.09

0.1

0.09

0.09

0.09

0.09

0.1

0.02

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.04

0.02

0.07

0.01

0.02

0.02

<0.01

0.76

<0.01

<0.01

0.01

0.01

0.01

0.01

0.02

0.03

<0.01

0.03

0.04

0.01

0.01

0.01

0.03

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.05

0.05

0.04

0.04

0.04

0.05

0.03

<0.01

0.03

0.03

0.02

0.02

0.53

0.02

0.01

0.01

0.01

0.01

0.01

0.01

0.29

0.63

0.22

0.21

0.1

0.16

Page 148: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir

20-Apr-90

20-Apr-90

20-Apr-90

20-Apr-90

20-Apr-90

20-Apr-90

20-Apr-90

1 l-May-90

1 l-May-90

1 l-May-90

H-May-90

1 l-May-90

1 l-May-90

1 l-May-90

15-May-90

15-May-90

15-May-90

15-May-90

15-May-90

15-May-90

15-May-90

29-May-90

29-May-90

29-May-90

29-May-90

29-May-90

29-May-90

29-May-90

8-Jun-90

8-Jun-90

8-Jun-90

8-Jun-90

8-Jun-90

8-Jun-90

8-Jun-90

21-Jun-90

21-Jun-90

21-Jun-90

21-Jun-90

21-Jun-90

21-Jun-90

21-Jun-90

294

294

294

294

294

294

294

315

315

315

315

315

315

315

319

319

319

319

319

319

319

333

333

333

333

333

333

333

343

343

343

343

343

343

343

356

356

356

356

356

356

356

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

0

3

6

9

12

15

18

<0.01

0

<0.01

0.01

0

<0.01

0.02

<0.01

0.02

0.01

0.03

0

0.01

0.01

0.02

0.02

0.01

0.01

0.02

0.02

0.01

0.04

0.04

0.04

0.03

0.03

0.04

0.04

0.02

0.02

0.07

0.02

0.02

0.02

0.02

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.02

0

0

0.01

0

0

0.01

<0.01

0

0

0.02

0

0.01

0.02

0.02

0.02

0.02

0.02

0.02

0.02

0.02

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

<0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.1

0.01

0.01

0.01

0.01

0.01

0.01

0.1

0.06

0.16

0.18

0.07

0.14

Page 149: 1998 Dynamic modelling of water quality for a water supply

Appendix F Measurement Data of Water Quality at Avon Reservoir F-63

DAV6, DAV12 and DAV14

Table F-10 Measurements of TKN at water surface atDAV6, DAV12 andDAVU

Date

24-Jan-89

22-Feb-89

15-Mar-89

20-Apr-89

23-May-89

19-Jun-89

21-Jul-89

21-Aug-89

12-Sep-89

ll-Oct-89

10-Jan-90

8-Feb-90

15-Feb-90

8-Mar-90

7-May-90

Julian date

21 52 74 103 194.7

223 230 251 311

DAV6 TKN (mg/L)

0.28

0.16

0.1 0.12

0.09

0.13

0.24

0.09

0.1 0.6 0.26

0.45

0.18

0.12

DAV12 TKN (mg/L)

0.24

0.32

0.07

0.18

0.06

0.28

0.27

0.2 0.08

0.56

0.32

0.51

0.39

0.16

DAV14 TKN (mg/L)

0.47

0.39

0.22

0.36

0.45

0.18

0.27

0.15

0.14

0.58

0.17

0.48

0.12

0.12

Page 150: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements of Fe and Mn Concentrations at Avon Reservoir G-l

Appendix G MEASUREMENTS OF Fe AND Mn

CONCENTRATIONS AT AVON RESERVOIR Sources: Sivakumar, M. and Amino, N. (1990). Upper Avon Destratification. Water Engineering and geomechanics Research Program, University of Wollongong, 1990, 134pp.

DAVl

Table 0-1 Measurement data for iron and manganese levels at DAVl

Date (m/d/y)

12/6/8S

1/5/9C

2/1/90

3/1/90

3/12/90

4/6/90

Julian Date

> 15S

15S 15S 159 155 159 189 189 189 189 189 189 216 216 216 216 216 216 244 244 244 244 244 244 255 255 255 255 255 255 280 280 280 280 280

Depth (m) ) ;

> 1

n 25 45 55 3 7 13 20 40 52 3 7 13 20 40 52 3 7 15 19 30 40 3 7 12 17 25 40 3 7 12 17 25

Fe+2 (mg/L)

0.(E

o.a 0.014

0.04

0.029

0.025

0.004

0.004

0.05

0.004

0.004

0.004

0.004

0.004

0.004

0.004

0.004

0.02

0.004

0.004

0.004

0.01

0.004

0.004

0.16

0.07

0.02

0.01

0.08

0.04

0.01

0.05

0.004

0.004

0.004

TFe (mg/L)

i o.o; '. oo: 1 0.02

0.05

0.08

0.04

C 0

0.36

0 0.07

0.12

0.07

0.03

0.02

0.04

0.05

0.07

0.11

0.07

0.06

0.02

0.004

0.03

0.36

0.12

0.18

0.01

0.09

0.24

0.09

0.06

0.11

0.02

0.04

Mn+2(mg/L)

I 0.001

0.001

0.001

0.005

0.016

0.01

0.02

0.01

0.1 0.03

0.04

0.08

0.01

0.004

0.004

0.04

0.04

0.08

0.01

0.004

0.004

0.004

0.02

0.03

0.004

0.004

0.004

0.004

0.02

0.04

0.004

0.004

0.005

0.01

0.02

T M n (mg/L)

0.004

0.006

0.01

0.01

0.024

0.015

0.03

0.02

0.13

0.03

0.05

0.1 0.03

0.02

0.01

0.04

0.05

0.09

0.04

0.03

0.03

0.03

0.05

0.06

0.06

0.02

0.02

0.01

0.04

0.04

0.004

0.004

0.01

0.01

0.03

Page 151: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir G_2

5/17/90

6/7/90

280 321 321 321 321 321 321 342 342 342 342 342 342

40 5 18 22 30 40 50 5 18 22 30 40 50

0.004

0.05

0.04

0.01

0.03

0.02

0.05

0.04

0.004

0.02

0.004

0.004

0.004

0.06

0.12

0.1 0.09

0.09

0.13

0.16

0.15

0.08

0.17

0.08

0.06

0.11

0.03

0.02

0.03

0.06

0.06

0.08

0.11

0.03

0.02

0.07

0.03

0.08

0.14

0.03

0.02

0.04

0.07

0.06

0.09

0.12

0.03

0.03

0.07

0.03

0.09

0.15

DAV6

Table G-2 Measurement data for iron and manganese levels atDAV6

Date (m/d/y)

12/6/89

1/5/90

2/1/90

3/1/90

3/12/90

Julian Date

159 159 159 159 159 159 189 189 189 189 189 189 216 216 216 216 216 216 244 244 244 244 244 244 255 255 255

Depth (m)

3 7 13 20 25 30 3 7 12 20 24 33 3

J 12 20 24 33 _3 9 16 23 30 38 3 7 13

Fe+2 (mg/L)

0.014

0.058

0.036

0.005

0.036

0.028

0.004

0.004

0.004

0.08

0.18

0.31

0.05

0.07

0.04

0.04

0.04

0.07

0.004

0.004

0.004

0.004

0.004

0.07

0.004

0.01

0.12

TFe (mg/L)

0.036

0.058

0.044

0.191

0.213

0.238

0.004

0.03

0.03

0.28

0.34

0.41

0.06

0.08

0.09

0.2 0.22

0.24

0.004

0.02

0.01

0.28

0.32

0.31

0.05

0.06

0.28

M n + 2 (mg/L)

0.002

0.002

0.006

0.049

0.068

0.079

0.02

0.03

0.03

0.09

0.1 0.12

0.03

0.03

0.06

0.14

0.15

0.16

0.004

0.004

0.03

0.15

0.18

0.16

0.004

0.01

0.05

T M n (mg/L)

0.012

0.007

0.012

0.07

0.082

0.094

0.03

0.03

0.04

0.12

0.14

0.16

0.04

0.04

0.07

0.15

0.16

0.17

0.02

0.04

0.06

0.2 0.2

0.22

0.01

0.01

0.06

Page 152: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir

4/6/90

5/17/90

6/7/90

255 255 255 280 280 280 280 280 280 321 321 321 321 321 321 342 342 342 342 342

17 25 35 0 3 13 17 25 35 5 20 22 26 31 35 5 10 20 31 35

0.02

0.004

0.06

0.01

0.004

0.03

0.01

0.26

0.06

0.08

0.07

0.12

0.06

0.11

0.24

0.004

0.004

0.03

0.01

0.01

0.14

0.32

0.39

0.05

0.09

0.15

0.18

0.3 0.5 0.17

0.23

0.18

0.42

0.8 1.05

0.12

0.11

0.13

0.53

0.12

0.04

0.17

0.18

0.004

0.004

0.004

0.03

0.16

0.22

0.03

0.08

0.12

0.25

0.36

0.39

0.03

0.03

0.03

0.38

0.04

0.04

0.18

0.18

0.004

0.004

0.01

0.04

0.17

0.23

0.03

0.09

0.13

0.27

0.38

0.41

0.04

0.04

0.04

0.4 0.04

DAV12

Table G-3 Measurement data for iron and manganese levels at DAVl 2

Date

12/6/89

1/5/90

1/17/90

2/5/90

Julian Date

159 159 159 159j

159 159 189 189 189 189 189 201 201 201 201 201 201 220 220

Depth (m)

3 7 13 18 22j 28 3 7 18 22 25 3 7 14 18 22 25 3 7

Fe+2 (mg/L)

0.014

0.058

0.036

0.005

0.036

0.028

0.1 0.17

0.004

0.04

0.004

0.004

0.004

0.12

0.004

0.004

0.05

0.03

0.1

TFe (mg/L)

0.056

0.117

0.196

0.277

0.07

0.091

0.1 0.17

0.37

0.53

0.7 0.004

0.04

0.17

0.21

0.54

0.72

0.19

0.42

Mn+2 (mg/L)

0.01

0.002

0.07

0.131

0.02

0.014

0.04

0.05

0.15

0.19

0.24

0.004

0.004

0.1 0.12

0.21

0.25

0.03

0.05

T M n (mg/L)

0.016

0.011

0.088

0.154

0.023

0.022

0.04

0.05

0.23

0.21

0.25

0.03

0.04

0.11

0.13

0.22

0.25

0.06

0.1

Page 153: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir

2/26/90

3/1/90

3/5/90

3/12/90

3/20/90

4/2/90

4/6/90

4/23/90

220 220 220 220 241 241 241 241 241 244 244 244 244 244 248 248 248 248 248 248 255 255 255 255 255 255 263 263 263 263 263 263 276 276 276 276 276 276 280 280 280 280 280 280 297 297 297

14 18 22 25 3 12 17 22 27 3 12 17 22 25 1 4 10 16 22 26 3 7 13 17 22 25 3 7 14 18 22 27 0 3 7 14 18 22 3 7 17 21 24 27 3 10 15

0.08

0.03

0.02

0.02

0.004

0.004

0.004

0.004

0.004

0.02

0.03

0.01

0.06

0.02

0.004

0.004

0.03

0.02

0.004

0.004

0.004

0.04

0.06

0.004

0.004

0.14

0.004

0.004

0.01

0.004

0.004

0.004

0.07

0.05

0.07

0.08

0.09

0.08

0.03

0.03

0.1 0.05

0.03

0.07

0.03

0.04

0.12

0.53

0.41

0.73

1.03

0.1 0.05

0.24

0.56

0.17

0.03

0.14

0.01

0.37

0.73

0.02

0.09

0.26

0.19

0.63

0.81

0.09

0.23

0.42

0.29

0.89

0.95

0.15

0.22

0.33

0.32

0.62

0.92

0.13

0.13

0.22

0.32

0.41

0.58

0.13

0.18

0.4 0.16

0.76

1.04

0.16

0.17

0.4

0.13

0.15

0.27

0.35

0.01

0.01

0.09

0.22

0.05

0.004

0.03

0.004

0.24

0.3 0.01

0.01

0.08

0.11

0.3 0.36

0.004

0.03

0.07

0.08

0.28

0.29

0.01

0.005

0.08

0.08

0.19

0.28

0.03

0.03

0.03

0.03

0.03

0.03

0.004

0.004

0.04

0.01

0.24

0.35

0.04

0.04

0.06

0.15

0.18

0.3 0.37

0.02

0.03

0.1 0.23

0.06

0.03

0.06

0.03

0.26

0.34

0.01

0.02

0.12

0.13

0.34

0.37

0.02

0.06

0.09

0.09

0.3 0.31

0.02

0.04

0.08

0.09

0.21

0.29

0.04

0.04

0.06

0.09

0.14

0.22

0.01

0.02

0.06

0.02

0.26

0.36

0.05

0.05

0.07

Page 154: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir

5/15/90

6/5/90

297 297 297 319 319 319 319 319 319 319 340 340 340 340 340

20 25 30 7 17 20 22 26 28 30 0 7 17 22 28

0.05

0.06

0.1 0.004

0.07

0.08

0.07

0.004

0.11

0.19

0.02

0.02

0.03

0.01

0.77

0.59

0.82

1.4 0.26

0.73

0.74

1.35

0.25

3.64

3.79

0.16

0.17

0.15

0.24

2.05

0.15

0.29

0.43

0.03

0.04

0.1 0.29

0.04

0.64

0.65

0.02

0.02

0.02

0.03

0.54

0.16

0.3 0.45

0.03

0.05

0.11

0.3 0.04

0.65

0.65

0.02

0.03

0.03

0.04

0.54

DAV7

Table G-4 Measurement data for iron and manganese levels at DAVl

Date (m/d/y)

12/8/89

mum

1/5/90

1/17/90

2/1/90

Julian Date

161 161 161 161 161 161 167 167 167 167 167 167 189 189 189 189 189 201 201 201 201 201 201 216 216

Depth(m)

0 4 9 13 17 20 2 9 13 15 17 19 3 9 13 15 17 2 9 13 15

\ 17

19 3 9

Fe(II)(mg/L)

0.03

0.01

0.1 0.17

0.07

0.07

0.097

0.111

0.2 0.178

0.156

0.152

0.1 0.19

0.39

0.28

0.004

0.004

0.004j

0.004

0.36j

0.03

0.004

0.06

0.13

TFe(mg/L)

0.08

0.08

0.34

0.87

0.61

0.56

0.104

0.233

0.533

0.395

0.413

0.44

0.11

0.3 0.43

0.43

0.08

0.05

0.12

0.35

0.46

0.57

0.62

0.1 0.19

Mn(II) (mg/L)

0.01

0.001

0.049

0.199

0.374

0.395

0.014

0.031

0.139

0.144

0.162

0.174

0.04

0.07

0.13

0.15

0.21

0.004

0.03

0.1 0.15

0.21

0.25

0.03

0.08

T M n (mg/L)

0.011

0.003

0.058

0.224

0.443

0.43

0.015

0.032

0.162

0.164

0.182

0.19

0.04

0.07

0.14

0.16

0.3 0.04

0.05

0.11

0.15

0.21

0.25

0.04

0.11

Page 155: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir

2/5/90

2/26/90

3/1/90

3/5/90

3/12/90

3/20/90

4/2/90

4/6/90

216 216 216 216 220 220 220 220 220 220 241 241 241 241 241 241 244 244 244 244 244 244 248 248 248 248,

248 248 255 255 255 255 255 263 263 263 263 263 263 276 276 276 276 276 276 280 280 280 280 280

13 15 17 19 2 9 13 15 17 19 3 7 10 13 17 20 3 7 10 13 17 20 3 7 10 13 17 20 3 7 15 18 22 0 3 7 13 17 20 0 3 7 13 17 20 3 7 12 17 19

0.05

0.01

0.05

0.04

0.02

0.06

0.07

0.08

0.004

0.004

0.004

0.01

0.04

0.05

0.004

0.004

0.004

0.06

0.004

0.08

0.004

0.05

0.004

0.004

0.004

0.004

0.004

0.004

0.1 0.004

0.004

0.11

0.02

0.004

0.004

0.004

0.004

0.004

0.004

0.14

0.02

0.02

0.01

0.004

0.01

0.11

0.1 0.07

0.06

0.1

0.25

0.26

0.38

0.44

0.28

0.49

0.55

0.81

0.92

0.8 0.18

0.22

0.3 0.4 0.99

1 0.004

0.18

0.26

0.28

0.004

0.31

0.2 0.21

0.27

0.25

0.43

0.63

0.43

0.36

0.4 0.61

1 0.3 0.24

0.22

0.29

0.34

0.65

0.15

0.29

0.27

0.26

0.31

0.34

0.37

0.39

0.37

0.41

0.61

0.13

0.15

0.23

0.29

0.02

0.06

0.08

0.11

0.2 0.29

0.004

0.004

0.02

0.06

0.28

0.37

0.004

0.004

0.01

0.07

0.01

0.07

0.06

0.07

0.09

0.07

0.17

0.26

0.07

0.06

0.1 0.16

0.28

0.05

0.04

0.04

0.03

0.06

0.21

0.03

0.06

0.06

0.06

0.06

0.13

0.03

0.02

0.02

0.02

0.11

0.18

0.2 0.3

0.31

0.03

0.12

0.13

0.15

0.26

0.31

0.01

0.01

0.03

0.07

0.31

0.38

0.03

0.04

0.06

0.12

0.03

0.14

0.07

0.08

0.11

0.1 0.18

0.28

0.09

0.09

0.12

0.18

0.29

0.07

0.06

0.06

0.06

0.09

0.22

0.04

0.08

0.08

0.08

0.09

0.14

0.04

0.05

0.04

0.05

0.13

Page 156: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir G-7

6/5/90

280 340 340 340 340

21 0 5 15 20

0.12

0.05

0.07

0.05

0.1

0.57

0.17

0.16

0.17

0.17

0.1 0.02

0.02

0.01

0.02

0.11

0.02

0.02

0.02

0.02

DAV9

Table G-5 Measurement data for iron and manganese levels atDAV9

Date

8-Dec-89

14-Dec-89

17-Jan-90

5-Feb-90

26-Feb-90

5-Mar-90

Julian Date

161 161 161 161 161 161 167 167 167 167 167 167 201 201 201 201 201 201 220 220 220 220 220 220 241 241 241 241 241 241 248 248 248 248

Depth (m)

0 3 6 9 12 16 2 6 9 12 14 15 2 6 9 12 14 15 2 6 9 12 14 15 0

J 7 10 13 16 1 4 7 10

Fe+2(mg/L)

0.01

0.01

0.03

0.09

0.04

0.04

0.049

0.048

0.078

0.165

0.223

0.148

0.01

0.01

0.01

0.01

0.01

0.05

0.01

0.11

0.12

0.13

0.17

0.12

0.01

0.01

0.04

0.01

0.01

0.01

0.01

0.01

0.01

0.02

TFe (mg/L)

0.06

0.07

0.1 0.27

0.86

0.54

0.113

0.133

0.216

0.429

0.513

0.508

0.01

0.07

0.08

0.2 0.3 0.32

0.21

0.35

0.46

0.67

0.82

0.66

0.11

0.18

0.33

0.24

0.26

r 0.53

0.03

0.28

0.22

0.4

Mn+2(mg/L)

0.01

0.001

0.005

0.054

0.169

0.335

0.016

0.004

0.016

0.096

0.148

0.158

0.01

0.01

0.03

0.08

0.11

0.12

0.02

0.04

0.04

|_ 0.05

0.07

0.1 0.01

0.01

0.01

0.01

0.05

0.16

0.01

0.04

0.08

0.09

TMn(mg/L)

0.012

0.005

0.01

0.059

0.196

0.39

0.017

0.011

0.027

0.109

0.167

0.172

0.03

0.04

0.05

0.1 0.12

0.12

0.04

0.05

0.06

0.07

0.09

0.13

0.01

0.01

0.02

0.03

0.07

0.18

0.01

0.06

0.1 0.14

Page 157: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir

20-Mar-90

2-Apr-90

23-Apr-90

5-Jun-90

248 248 263 263 263 263 263 263 276 276 276 276 276 276 297 297J

297 297 297 297 340 340 340 340 340

12 14 0 6 9 12 15 17 0 3 6 9 12 15 3 7 10 13 15 17 1 5 8 12 15

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.09

0.03

0.02

0.01

0.04

0.03

0.08

0.02

0.13

0.02

0.04

0.06

0.09

0.02

0.02

0.02

0.01

0.01

0.33

0.3 0.1 0.18

0.16

0.24

0.31

0.37

0.08

0.11

0.2 0.23

0.12

0.36

0.16

0.16

0.21

0.26

0.33

0.37

0.16

0.16

0.16

0.13

0.12

0.11

0.11

0.005

0.005

0.02

0.03

0.05

0.08

0.02

0.02

0.04

0.05

0.02

0.07

0.02

0.02

0.02

0.03

0.03

0.04

0.02

0.02

0.02

0.01

0.01

0.13

0.13

0.005

0.03

0.04

0.05

0.07

0.1 0.03

0.03

0.06

0.07

0.03

0.1 0.02

0.02

0.03

0.04

0.04

0.05

0.02

0.02

0.02

0.02

0.02

DAV13

Table G-6 Measurement data for iron and manganese levels at DAVl 3

Date

8/12/89

14/12/89

17/01/90

Julian Date

161

161

161

161

161

161

167

167

167

167

167

167

201

Depth (m)

0

2

4

6

8

10

2

4l

6

8

10

12

2

Fe+2(mg/L)

0.03

0.03

0.01

0.03

0.05

0.01

0.081

0.054

0.059

0.127

0.205

0.413

0.01

TFe (mg/L)

0.11

0.11

0.11

0.17

0.17

0.22

0.171

0.159

0.172

0.32

0.491

1.397

0.2

Mn+2(mg/L)

0.015

0.01

0.001

0.015

0.025

0.035

0.014

0.004

0.002

0.008

0.008

0.118

0.02

TMn(mg/L)

0.021

0.015

0.007

0.026

0.038

0.047

0.023

0.02

0.014

0.025

0.029

0.14

0.09

Page 158: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe andMn Concentrations at Avon Reservoi,

5/02/90

26/02/90

5/03/90

20/03/90

2/04/90

23/04/90

201

201

201

201

201

201

220

220

220

220

220

220

241

241

241

241

241

241

248

248

248

248

248

248

263

263

263

263

263

263

276

276

276

276

276

276

297

297

297

297

297

6

10

11

12

13

14

2

6

10

12

13

15

0

3

6

10

13

16

1

4

6

8

10

13

0

3

6

10

13

17

0

3

6

10

13

15

3

6

9

13

15

0.01

0.04

0.04

0.02

0.71

0.57

0.06

0.1

0.06

0.07

0.11

0.12

0.01

0.04

0.02

0.01

0.35

0.33

0.01

0.01

0.01

0.03

0.02

0.05

0.01

0.01

0.01

0.01

0.01

0.08

0.11

0.09

0.12

0.09

0.11

0.14

0.03

0.05

0.07

0.04

0.07

0.17

0.68

1.1

2.27

4.45

4.25

0.39

0.43

0.4

0.35

0.39

0.6

0.06

0.25

0.56

0.63

0.97

2.76

0.21

0.26

0.29

0.32

0.36

0.69

0.47

0.41

0.42

0.41

0.42

0.73

0.39

0.4

0.41

0.44

0.52

0.65

0.2

0.2

0.23

0.29

0.35

0.03

0.05

0.11

0.39

0.48

0.47

0.07

0.07

0.07

0.07

0.07

0.11

0.02

0.02

0.03

0.03

0.08

0.5

0.04

0.06

0.06

0.06

0.05

0.04

0.05

0.04

0.06

0.05

0.06

0.06

0.05

0.04

0.04

0.04

0.04

0.05

0.02

0.03

0.03

0.03

0.04

0.08

0.09

0.13

0.39

0.48

0.47

0.08

0.13

0.07

0.08

0.12

0.15

0.02

0.03

0.04

0.05

0.1

0.52

0.08

0.1

0.11

0.12

0.12

0.1

0.09

0.09

0.09

0.1

0.1

0.1

0.08

0.1

0.1

0.1

0.1

0.11

0.03

0.03

0.04

0.04

0.05

Page 159: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe andMn Concentrations at Avon Reservoir

15/05/90

5/06/90

297

319

319

319

319

319

340

340

340

17

1

4

7

10

14

1

7

14

0.05

0.07

0.03

0.04

0.09

0.07

0.06

0.02

0.09

0.37

0.32

0.32

0.33

0.33

0.36

0.17

0.16

0.17

0.04

0.04

0.04

0.04

0.04

0.04

0.02

0.02

0.02

0.05

0.04

0.04

0.04

0.05

0.05

0.02

0.02

0.02

DAV14

Table G-l Measurement data for iron and manganese levels atDAV14

Date

6/12/89

1/02/90

1/03/90

12/03/90

6/04/90

Julian Date

159 159 159 159 159 159 216 216 216 216 216 216 244 244 244 244 244 244 255 255 255 255 255 255 280 280 280 280 280 280

Depth(m)

3 7 10 15 20 25 3 7 10 15 20 25 3 7 13 17 21 25 3 7 11 17 21 25 3 7 13 17 22 25

Fe+2(mg/L)

0.06

0.069

0.213

0.144

0.184

0.244

0.04

0.04

0.05

0.05

0.04

0.04

0.01

0.08

0.21

0.06

0.01

0.01

0.03

0.01

0.01

0.1 0.12

0.01

0.04

0.04

0.09

0.26

3.3 0.15

TFe (mg/L)

0.07

0.147

0.274

0.354

0.405

0.632

0.11

0.12

0.18

0.51

0.55

0.67

0.03

0.08

0.22

0.07

1.26

1 0.2 0.25

0.2 0.97

1.97

1.61

0.15

0.23

0.52

0.98

3.64

2.53

Mn+2(mg/L)

0.007

0.003

0.021

0.096

0.127

0.157

0.03

0.03

0.07

0.24

0.29

0.31

0.01

0.01

0.02

0.01

0.34

0.3 0.02

0.01

0.02

0.19

0.36

0.34

0.02

0.02

0.04

0.06

0.38

0.38

TMn(mg/L)

0.011

0.008

0.028

0.134

0.164

0.191

0.04

0.03

0.09

0.28

0.3 0.34

0.03

0.04

0.06

0.04

0.39

0.32

0.02

0.03

0.03

0.22

0.38

0.35

0.02

0.03

0.05

0.07

0.39

0.38

Page 160: 1998 Dynamic modelling of water quality for a water supply

Appendix G Measurements ofFe andMn Concentrations at Avon Reservoir G-11

17/05/90

7/06/90

321 321 321 321 321 321 342 342 342 342

7 21 23 25 27 29 0 7 15 25

0.06 1.02

4.92

4.98 4.36 4.01 0.02

0.06 0.01

1.59

0.25 2.41

5.13 5.16 4.73 4.76 0.11 0.12

0.13 2.68

0.02

0.43 0.55 0.55 0.55 0.56 0.03 0.03 0.03 0.5

0.03 0.44

0.55 0.56 0.56 0.56 0.03 0.03 0.03

0.51