appendix b rainfall ifd data · rainfall ifd data . rainfall data adopted from narrabeen lagoon...
TRANSCRIPT
![Page 1: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/1.jpg)
Appendix B Rainfall IFD Data
![Page 2: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/2.jpg)
Rainfall Data Adopted from Narrabeen Lagoon Creek Study
Duration (hr)
Intensity for Design Frequency Event (mm/hr)
2yr 5yr 10yr 20yr 50yr 100yr
0.5 60.3 78.5 89.3 103.0 122 136
1 41.3 54.3 62.3 72.0 85.3 95.4
2 27.6 36.4 41.5 48.3 57.2 64.0
3 21.7 28.5 32.5 37.7 44.6 49.9
6 14.4 18.7 21.3 24.6 29.0 32.4
12 9.5 12.3 14.0 16.2 19.0 21.2
24 6.1 8.1 9.2 10.7 12.6 14.1
48 3.9 5.1 5.9 6.9 8.3 9.3
72 2.9 3.8 4.4 5.2 6.2 7.0
Rainfall Data Obtained from BOM
Duration (hr)
Intensity for Design Frequency Event (mm/hr)
2yr 5yr 10yr 20yr 50yr 100yr
0.5 60.1 78.3 89.0 103.0 121 135
1 41.2 54.2 61.8 71.9 85.0 95.2
2 27.6 36.3 41.4 48.1 56.9 63.7
3 21.7 28.4 32.4 37.6 44.4 49.6
6 14.4 18.7 21.2 24.5 28.8 32.1
12 9.48 12.3 13.9 16.1 18.9 21.0
24 6.17 8.08 9.17 10.6 12.5 14.0
48 3.89 5.16 5.92 6.91 8.23 9.23
72 2.89 3.86 4.45 5.20 6.21 6.98
![Page 3: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/3.jpg)
Appendix C Pavement Drainage Strategy and Reporting Locations
![Page 4: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/4.jpg)
P1
P7
P13
P10
P16
P5
P4P6
P2
P8-1
P4-1
P6-1-1
P9-1
P9
P8
P3-1
P6-1
P3
P4-1-1
P3-1-1
FIGURE C1: Output Reporting Sections
Mona Vale Road West Hydraulic Impact Assessment
Source: Aurecon,LPI, ESRI World Map
Legend
0 250 500m°
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Projection: GDA 1994 MGA Zone 56
Output reporting locations
Outflow boundaries
Hydraulic model extent
Creeks
Property boundaries
![Page 5: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/5.jpg)
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SM
ITHS
CR
EE
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CIC
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AG
LEN
CR
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K
WIR
RE
AN
DA
CR
EEK
WIRREANDA
CREEK
MCCARRS
CREEK
POWDER WORKS ROAD
BO
OR
ALIE ROAD
COREEN AVENUE
MONA VALERO
AD
CU
DA
LC
LOS
E
TIMARU ROAD
BL
OO
DW
OO
DR
OA
D
KIMBRIKI ROAD
BELTANA AVENUE
MONAVALE ROAD
NAROO
ROAD
WIR
RE
AN
DA
ROAD
CH
ILT
ER
N R
OA
D
CH
EY
NE
RO
AD
MCCOWEN ROAD
WA
TT
LE
RO
AD
KIN
G R
OA
D
MA
NO
RR
OA
D
WARATAH ROAD
MIR
BE
LIA
PA
RA
DE
TERRY HILLS TRAIL
HARVEY ROAD
YULONG AVEN
UE
LANE COVEROAD
KANANGRA AV
EN
UE A
DD
ISO
N R
OA
D
CA
LE
YI
TR
AIL
MC
CA
RR
S C
RE
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RO
AD
MC
CA
RR
SC
RE
EK
RO
AD
WIRREANDA ROAD
TUMBURRA
STREET
EM
MA
US
RO
AD
BU
NG
EN
DO
RE
RO
AD
DU
CK
HOLETRACK
GarigalNational
Park
Ku-ring-gai ChaseNational Park
Ku-ring-gaiChase National
Park
Ku-ring-gai ChaseNational Park
P9-1-1
P3
P8
P9
P3-1-1
P2
P6
P6-1
P3-1
P4-1-1
P9-1
P4-1P8
-1
P4
P5
P6-1-1
P1
P2
P3
P4
P8-1
P3-1
P12P13
P7
P10
P16
P16
P7
P10
P13
P1
FIGURE C2 : Post Upgrade Pavement Drainage Strategy
Mona Vale Road West Hydraulic Impact Assessment
Source: Aurecon, LPI, ESRI World Maps
Legend
0 250 500m°
P:\
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Projection: GDA 1994 MGA Zone 56
!(Post Upgrade Pavement DrainageDischarge Outlets
Culvert
Pavement Drainage
Output Reporting Sections
Water Quality Improvement Swales
Natural Drainage Depressions
Creeks
MVRW Post Upgrade ExternalCatchments
Construction boundary
National Park
![Page 6: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/6.jpg)
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Discharge pavement drainageon the southern side of the exisiting carraigeway
Discharge pavementdrainage on the southernside of carraigeway
Discharge pavement drainage with a level spreader over onionorchard
Discharge pavement drainage on the southernside of carraigeway
WIR
REA
NDA
CREEK
MC
CA
RR
SC
RE
EK
RO
AD
BOORALIE ROAD
MO
NAVALE
ROAD
MONA VALE ROAD
DU
CK
HOLE
TRA
CK
WIRREANDA ROAD
YULONG AVENUE
KAN
AN
GR
AAV
EN
UE
KIM
BR
IKIR
OA
D
TERRY HILLS TRAIL
GarigalNational
Park
Ku-ring-gai ChaseNational Park
P5P3
P2
P4
P1
P1
P2
P3
P4
MVRD20
MVRD19
MVRD5
MVRD17
MVRD4
MVRD3
FIGURE C2 (C3): Post Upgrade Pavement Drainage Strategy
Mona Vale Road West Hydraulic Impact Assessment
Source: Aurecon, LPI, ESRI World Map
Legend
0 100 200m°
P:\
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1:5,000
Projection: GDA 1994 MGA Zone 56
!(Post Upgrade Pavement DrainageDischarge Outlets
Piped pavement diversion
Culvert
Pavement Drainage
Output Reporting Sections
Water Quality Improvement Swales
Natural Drainage Depressions
Creeks
Frog Habitat
MVRW Post Upgrade ExternalCatchments
Construction boundary
National Park
![Page 7: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/7.jpg)
!(
!(
!(
!(
Discharge pavement drainage on the southernside of carraigeway
Discharge pavement drainageon the northern side of carriageway
W2040W2140W2400
Discharge pavementdrainage on the northernside of carriageway
Discharge pavementdrainage on the northernside of carriageway
WIR
REA
NDA
CREEK
MONAVALE ROAD
WIR
RE
AN
DA
R
OA
D
HARVEY ROAD
DUC
KH
OLE
TRAC
K
WIR
REA
ND
AR
OA
D
WIRREANDA ROAD
TU
MB
UR
RA
ST
RE
ET
TUMBURRASTREET
CA
L EY
IT
RA
IL
GarigalNational
Park
Ku-ring-gai ChaseNational Park
P9-1-1
P8
P9
P3-1-1
P6
P3-1
P9-1
P8-1
P4
P5
Culve
rtC1
25
P10
MVRD3
MVRD9
MVRD16
MVRD15MVRD11MVRD10
MVRD8
MVRD6
MVRD17
MVRD4
MVRD7 MVRD3
MVRD3
MVRD13
MVRD14
P21
MVRD28MVRD32
MVRD26
MVRD29
MVRD30
P22
MVRD27
MVRD12
P4
P8-1
P3-1
P10
FIGURE C2 (C4): Post Upgrade Pavement Drainage Strategy
Mona Vale Road West Hydraulic Impact Assessment
Source: Aurecon, LPI, ESRI World Map
Legend
0 100 200m°
P:\
CIV
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Pro
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1:5,000
Projection: GDA 1994 MGA Zone 56
!(Post Upgrade Pavement DrainageDischarge Outlets
Piped pavement diversion
Culvert
Pavement Drainage
Output Reporting Sections
Water Quality Improvement Swales
Natural Drainage Depressions
Creeks
Frog Habitat
MVRW Post Upgrade ExternalCatchments
Construction boundary
National Park
![Page 8: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/8.jpg)
!(
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!(
!(
!(
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Discharge pavementdrainage on the northernside of carriageway
W2040
Discharge pavementdrainage on the northernside of carriageway
Discharge pavementdrainage on the northernside of carriageway
Discharge pavementdrainage on the southernside of carriageway
Discharge pavementdrainage on the southernside of carriageway
Discharge pavementdrainage on the southernside of carriageway via pipe
POWDER WORKS ROAD
MONA
VALE
RO
AD
MA
NO
RR
OA
D
WIRREANDA ROAD
WARATAH ROAD
WA
TT
L ER
OA
D
KING ROAD
HARVEY ROAD
AD
DIS
ON
RO
AD
TU
MB
UR
RA
ST
RE
ET
CA
LEY
ITR
AIL
GarigalNational Park
P8P8-1
Culve
rtC1
25
Culve
rt C64
0
P16
P7
P10
P13
P8-1
P12
P13
P7
P10
P16
MVRD16
MVRD1
MVRD15MVRD11
MVRD2
MVRD3
MVRD3
MVRD13
MVRD14
MVRW1
MVRD220
P19
P17P18
MVRD21
MVRW101
MVRW100
MVRD23
P20
P21
P132
P133 MVRD25
MVRD28
MVRD26
MVRD29
MVRD30
P22
MVRD132
P13
MVRD24
MVRD18
MVRD27
MVRD31
MVRD141
P131
P23
P24
MVRW104
MVRW103
MVRD9_P13
MVRD12
FIGURE C2 (C5): Post Upgrade Pavement Drainage Strategy
Mona Vale Road West Hydraulic Impact Assessment
Source: Aurecon, LPI, ESRI World Map
Legend
0 100 200m°
P:\
CIV
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017
1\3
Pro
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De
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.mxd
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B N
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08
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-16
\ma
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.ru
sse
ll\R
ev 3
1:5,000
Projection: GDA 1994 MGA Zone 56
!(Post Upgrade Pavement DrainageDischarge Outlets
Piped pavement diversion
Culvert
Pavement Drainage
Output Reporting Sections
Water Quality Improvement Swales
Natural Drainage Depressions
Creeks
Frog Habitat
MVRW Post Upgrade ExternalCatchments
Construction boundary
National Park
![Page 9: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/9.jpg)
Appendix D Hydraulic Model Schematization and Hydraulic Roughness Figure D1. Hydraulic Model Mannings Roughness Figure
D1. Hydraulic Model Schematization
![Page 10: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/10.jpg)
MO
NA
VA
LE
RO
AD
MC
CA
RR
S C
RE
EK
RO
AD
KIM
BR
IKI R
OA
D
CH
ILT
ER
N R
OA
D
AD
DIS
ON
RO
AD M
AN
OR
RO
AD
KIN
G R
OA
D
WARATAH ROAD
WIRREANDA ROAD
BU
NG
EN
DO
RE
RO
AD
POWDER WORKS ROAD
MCCOWEN ROAD
EM
MA
US
RO
AD
COREEN AVENUE
TIMARU ROAD
KA
NA
NG
RA
AVE
NU
E
BELTANA AVENUE
HARVEY ROAD
NAROO
ROAD
YULONG
AVENUE
MIR
BE
LIA
PA
RA
DE
FIGURE D1: Hydraulic Roughness Map
Mona Vale Road West Hydraulic Impact Assessment
Source: Aurecon, LPI
Legend
0 250 500m°
P:\
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1:12,000
Projection: GDA 1994 MGA Zone 56
Forest (n=0.1)
Road (n=0.02
Rural (n=0.07)
![Page 11: Appendix B Rainfall IFD Data · Rainfall IFD Data . Rainfall Data Adopted from Narrabeen Lagoon Creek Study Duration (hr) Intensity for Design Frequency Event (mm/hr) 2yr 5yr 10yr](https://reader035.vdocuments.site/reader035/viewer/2022063004/5f7b12bb0f4dd0269145bfe5/html5/thumbnails/11.jpg)
FIGURE D2: Hydraulic Model Schematization
Mona Vale Road West Hydraulic Impact Assessment
Source: Aurecon, LPI, ESRI World Map
Legend
0 250 500m°
P:\
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Mo
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08
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Projection: GDA 1994 MGA Zone 56
Outflow boundaries
Hydraulic model extent
Road design
Property boundaries