cuadro de cálculo - 2039

7/25/2019 Cuadro de Clculo - 2039

1/28

Enrique Pgina 1

CUADRO DE CAUDALES - BABBIT 928 Habtes. Actuale 1,2861.022 Rata Crecmto.

AOQm

FQ.M.H. 2006 Ao Base

AOQm

L/s L/s 250 Dotacin Bruta L/s80 Coe. Retorno

6,!6".56 Alternati#a 16,!16.1" Alternati#a 26,"9!."5 Alternati#a "

2006 2.15 5.08 10.90 $%& 2006 2.15

200! 2.20 5.05 11.09 $%& 200! 2.20

2008 2.2' 5.0" 11.29 2008 2.2'2009 2.29 5.01 11.'9 2009 2.29

2010 2."' '.99 11.69 2010 2."'2011 2.'0 '.9! 11.89 2011 2.'02012 2.'5 '.9' 12.10 2012 2.'5201" 2.50 '.92 12."2 201" 2.50201' 2.56 '.90 12.5" 201' 2.562015 2.61 '.88 12.!5 2015 2.612016 2.6! '.86 12.98 2016 2.6!201! 2.!" '.8' 1".20 201! 2.!"2018 2.!9 '.82 1".'' 2018 2.!92019 2.85 '.80 1".6! 2019 2.85

2020 2.91 '.!8 1".91 2020 2.912021 2.98 4.5 14.16 2021 2.98

AO ()B*AC$)%

CA+DA* +%$AR$)

*-s *-s *-s *-sml *-sml *-sml

2006 928 1.0!' 15.99 29.58 0.00'"!"'2"5 0.00''0'"09 0.00462!6200! 9'8 1.098 15.99 29.80

2008 969 1.122 15.99 "0.012009 991 1.1'! 15.99 "0.2'2010 1,012 1.1!2 15.99 "0.'62011 1,0"5 1.198 15.99 "0.692012 1,05! 1.22' 15.99 "0.9"

CUADRO DE CAUDAL

/C$ 0.5 a ".0 l-sm/C 50 a 100 l-3ab. 4a $%&/inst. 1.61 l7s. $nstitucional

Cone:ionesrra4as

/C

Cau4al$niltracin

/C$

Cau4al 4eDiseo

/DA*R%A$;A

1A*R%A$;A

2A*R%A$;A

!


2/28

DISEO DEL SISTEMA.

%$;* D C)


3/28

CALCULO DE LA $OBLACIO" OB%ETI&O DEL $RO'ECTO

.

( ( (oblacin utura(a (oblacin actual 4iseo 182 ;i#ien4as

(oblacin a4icional Re4. 0 ;i#ien4as

(a otal 182 ;i#ien4asr Rata 4e crecimiento 1.28 n (ero4o 4e 4iseo 25 aosHabitantes 7or #i#ien4a 7rome4io sen sisben ! Hab.

(a I, #i#ien4as : I Hab.-#i#. 1,2!' Habitantes

( 1,2!' 1,!51 Habitantes

CA+DA*& D D


4/28


5/28

PERFIL 1 PERFIL 2 PERFIL 3

Absc. C.Terr Cmara Long Absc. C.Terr Cmara Long Absc. C.Terr Cma Long

0 953.5 P.1 0 922.61 P.31 0 913.95 P.72

74.038 946.28 P.2 74.04 104.616 924.03 P.32 104.62 43.703 914.41 P.73 43.70

134.236 940.2 P.3 60.2 185.837 922.67 P.41 81.22 73.416 914.48 P.74 29.71166.525 936.67 P.4 32.29 227.409 921.97 P.40 41.57 160.943 912.91 P.75 87.53

192.384 935.46 P.5 25.86 365.777 920.03 P.42 138.37 228.392 912.98 P.76 67.45

224.703 934.01 P.6 32.32 448.526 918.78 P.43 82.75 294.43 910.02 P.77 66.04

252.53 933.46 P.7 27.83 535.173 917.65 P.44 86.65 310.71 909.94 P.78 16.28

275.605 933.29 P.19 23.08 632.393 916.39 P.50 97.22 352.736 905.69 P.79 42.03

296.529 933.68 P.20 20.92 729.767 915.14 P.58 97.37 442.205 905.54 P.80 89.47

343.086 933.75 P.21 46.56 779.315 914.49 P.59 49.55 476.078 905.64 P.81 33.87

351.622 932.45 P.22 8.54 848.924 914.13 P.60 69.61 527.061 905.1 P.82 50.98

372.906 931.48 P.23 21.28 898.824 913.95 P.72 49.90 566.664 905.17 P.83 39.60389.573 930.7 P.24 16.67 600.652 905.01 P.84 33.99

494.909 928.85 P.25 105.34 626.834 905.34 P.85 26.18

514.368 929.09 P.26 19.46 661.087 904.89 P.86 34.25

558.078 927.9 P.27 43.71 695.802 904.53 P.87 34.72

648.28 924.75 P.29 90.2

710.589 923.74 P.30 62.31

811.375 922.61 P.31 100.79



0 945.2 P.17 0 931.78 P.28 0 922.61 P.31

57.48 946.29 P.12 57.48 100.272 927.9 P.27 100.27 89.756 923.98 P.33 89.76

83.678 944.83 P.11 26.2 112.46 923.71 P.34 22.7

130.731 945.07 P.17 47.05 189.036 922.77 P.35 76.58

172.57 944.89 P.12 41.84 245.266 923.32 P.31 56.23

304.247 923.34 P.33 58.98



0 924.6 P.49 0 917.3 0 919.82


6/28

PERFIL 4

Absc. C.Terr Cma Long

0 956.08 P.16

94.054 949.87 P.15 94.05

184.519 946.59 P.14 90.47217.599 945.39 P.13 33.08

255.841 944.83 P.11 38.24

316.609 941.98 P.10 60.77

390.132 938.52 P.9 73.52

441.416 934.86 P.8 51.28

472.425 934.01 P.6 31.01

PERFIL 8Absc. C.Terr Cma Long

0 923.29 P.39

44.838 923.45 P.38 44.84

98.205 923.73 P.37 53.37

117.073 923.42 P.36 18.87

141.352 922.77 P.35 24.28

214.208 921.97 P.40 72.86

PERFIL 12

Absc. C.Terr Cma Long

0 915.69 P.64


7/28

NIVEL PERIODO COEF. CONTRIBUCIONESDE Dotacin Neta Dotacin bruta DE DE Industrial Coercial Institucional Cone!. Erradas ".LL Sin Plu

CO$PLE%ID"D L&s. 'ab.d(a L&s. 'ab.d(a DISE)O RETORNO L&s. 'a. Ind L&s. 'ab.Cial. L&s. 'ab.Inst. L&s. 'a. L&s. 'a.

BAJO 90 120 *+.,, ,.-, ,. ,. ,.+ ,. ,.+ ,.* ,./+ ,.*80 *it-Hab.4ia

TRAMO POZO AREA TRIBU. (Ha.) VIVIENDAS POBLACIN Qm INST. TOTAL ! QMA"

DE A L&$' Oa A*+m A*,am& !++a am& T&a-

1 1 2 49.77 ,.,,, 2.33 /.,, /.,, 3 ,.,,- ,.,/ 4./,3 ,.,*

2 * 4 56.99 ,.,,, /,5.35 /.,, *.,, / ,.,/5 ,.,* *.-,- ,.,

4 4 46.93 ,.,,, /+4.52 /.,, 4.,, */ ,.,*4 ,.,* *.54/ ,.,54 4 5 55.50 ,.,,, *,2./2 /.,, .,, *- ,.,4/ ,.,4 *.+,3 ,.,-

+ 5 59.34 ,.,,, *5-.+4 ,.,, .,, *- ,.,4/ ,.,4 *.+,3 ,.,-5 5 5" 27.52 ,.,,, *25.,+ ,.,, .,, *- ,.,4/ ,.,4 *.+,3 ,.,-

7 C5 5" 35.72 ,.,,, 4+.3* /.,, +.,, 4+ ,.,42 ,., *./* ,.,2

/ 5" 3 30.40 ,.,,, 45*./3 *.,, 3.,, 2 ,.,+ ,.,+ *.*34 ,./*2 7 8 51.24 ,.,,, /4./ ,.,, 3.,, 2 ,.,+ ,.,+ *.*34 ,./*

10 - 2 113.89 ,.,,, +*3.4, /.,, -.,, +5 ,.,5* ,.,5 *.*/2 ,./

11 2 /, 29.20 ,.,,, ++5.+, *.,, /,.,, 3, ,.,3- ,.,- *./4* ,./3/* 10 11 103.17 ,.,,, 5+2.53 +.,, /+.,, /,+ ,.//3 ,./* /.2-4 ,.*4

13 // /* 80.14 ,.,,, 342.-/ *.,, /3.,, //2 ,./4* ,./4 /.242 ,.*5

1 /* /4 31.87 ,.,,, 33/.5- /.,, /-.,, /*5 ,./ ,./ /.2*, ,.*3/+ 13 14 63.41 ,.,,, -4+.,2 /.,, /., *,.,, /, ,./+5 ,./5 /.-- ,.*2

16 / /+ 24.98 ,.,,, -5,.,3 ,.,, *,.,, /, ,./+5 ,./5 /.-- ,.*2

1 /+ /5 66.58 ,.,,, 2*5.5+ /.,, 4., *.,, /5- ,./-3 ,./2 /.-*+ ,.4/- /5 /5" 97.80 ,.,,, /0,*.+ /.,, *+.,, /3+ ,./2 ,./2 /.-/4 ,.4+

19 /5" /3 40.47 ,.,,, /0,5.2* /.,, *5.,, /-* ,.*,* ,.*, /.-,, ,.4520 /3 /3" 78.70 ,.,,, /0/4.5* /.,, *., *2.,, *,4 ,.**5 ,.*4 /.353 ,.,*/ /3" /- 43.67 ,.,,, /0/-3.*2 *.,, /., 4*.,, ** ,.*2 ,.*+ /.34- ,.4

22 /- P67/ E!ist 28 97 , ,,, / */5 *5 , ,, * , 4 ,, */ , *5- , *3 / 3/3 , 5


8/28

n#iltracin

$edia Ba8a

,.4 ,./+*it-se .Lm

QCE QD

,.,,5 /.+,

,.,/4 /.+,

,.,/2 /.+,,.,*5 /.+,

,.,*5 /.+,,.,*5 /.+,,.,4* *.+,

,.,+ 4.+,,.,+ /.+,,.,+* /.+,

,.,5+ /.+,,.,23 /.+,,.//, /.+,

,.//3 /.+,,./4, /.+,,./4, /.+,

,./+5 /.+,,./5* /.+,

,./52 /.+,,./-- /.+,,.*,3 /.+,, **4 / +,


9/28

CALCULO ALCANTARILLADO S

$RO'ECTO( ALCANTARILLADO COMBINADO B. HERNANDEZ Y EL CENTRO - SAN VICENTE DEL CAGUAN

DISEO( LUIS FERNANDO MURCIA

T)*m+ A),* T)*)* T,m+ C+3,)*3H* m+s

$nicial

De A )tras

iem7o ntra4a F *on

1 $ncr Aos l-Ha-s C l-s m

1 ' 5 ".00 ".00 5 15.00 0.00 15.00 5 229.'" 0.!0 0.!0 55.00 18.00

0 5 6 2.50 ".00 5.50 5 15.00 0.00 15.00 5 229.'" 0.!0 0.!0 82.69 51.5'

0 " ! '.50 0.00 '.50 5 15.00 0.00 15.00 5 229.'" 0.!0 0.!0 1"1.55 90."6

0 ' 8 2.00 0.00 2.00 5 15.00 0.00 15.00 5 229.'" 0.!0 0.!0 151."0 11".680 6 6A 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.0" 59."'

1 ! 1' 2.00 I;A*+P 5 15.00 0.00 15.00 III I;A*+P 0.!0 I;A*+P '8.88 85.0"

0 8 18 2.00 0.00 2.00 5 15.00 0.00 15.00 5 229.'" 0.!0 0.!0 !!.66 112.50

0 9 10 ".00 0.00 ".00 5 15.00 0.00 15.00 5 229.'" 0.!0 0.!0 115.11 9".65

0 10 11 ".00 ".00 0.00 0.00 5 "2'.'! 0.00 0.!0 0.08 29.20

0 8 9 8.50 12.00 20.50 5 16.!2 0.00 16.!2 10 2"".6" 0.!0 0.!0 26!.60 88.8!

0 9 10 10.50 20.50 "1.00 5 16.!2 0.00 16.!2 10 2"".6" 0.!0 0.!0 "68.6" 101."'

0 1" 11 ".00 0.00 ".00 5 16.!2 0.00 16.!2 5 22".1" 0.!0 0.!0 "95.9' 1'."0

0 1' 12 !.00 0.00 !.00 5 16.!2 0.00 16.!2 5 22".1" 0.!0 0.!0 '5!.60 5."0

0 15 Q 0.00 0.00 5 16.!2 0.00 16.!2 0 0.00 0.!0 0.!0 '5!.60 16.58

"OTA( $OR FA&OR UTILICE U"ICAME"TE LAS CASILLAS QUE SE E"CUE"TRA" E" COLOR RO%O.

Area(ro7i

a

AreaAcum

iem7oransit

o iem7o

Conc.

r

$ntensi4a4

Coe.scorr

Coe.scorr(rom.

i7o 4e su

em7o4e

entra4ae

C7rom
http://var/www/apps/conversion/tmp/scratch_7/http://var/www/apps/conversion/tmp/scratch_7/


10/28

C1


11/28

SUPER

O

LO

O

I

K

5.00

5.00


12/28

UNION TEMPORTAL INGENIERIA Y CONSULTORIA NACION

CALCULO ALCANTARILLADO SANITARIO VEREDA LA CUCHILLA MUNICIPIO DD,s* , $+*3

Dotacin *it-Hab-Dia 90.00Coeiciente retorno 0.80

DISEO( %R$/+ CR+S &A*)


13/28

0.!'

0.65

0.29

0.15

0.15

0.15

0.65

1."0

0.68

0.!'

0.2'

0."'

0.'6

0.15

0.15

0.15

0.!8

0.15

0.19

0."6

0."2

0.'9

F,)@*T)*3*

15/m2


14/28

UNION TEMPORAL INGENIERIA Y CONSULTORIA NACIONAL

VEREDA LA CUCHILLA MUNICIPIO DE SAN AGUSTN DEPARTAMENTO DEL HUILA

ALCANTARILLADO SANITARIO

CUADRO DE CLCULO HIDRULICO

PERFIL HIDRULICO

TramoLong. Pend.

Cota rasante Recubrim

De A Superior Inferior Superior Inferior Superior Inferior Superior I

No No m % m m m m m m m m

/ * 49.77 8.60 4.28 1814.00 1809.71 1813.10 1808.82 1812.90 1808.62 0.90 * 4 56.99 7.20 4.10 1809.71 1805.60 1808.79 1804.69 1808.59 1804.48 0.92 4 46.93 2.30 1.08 1805.60 1804.47 1804.66 1803.58 1804.45 1803.37 0.94 + 55.50 0.90 0.50 1804.47 1804.46 1803.55 1803.05 1803.34 1802.84 0.92 + 5 59.34 0.90 0.53 1804.46 1806.60 1803.02 1802.48 1802.81 1802.28 1.44 5 5" 27.52 0.90 0.25 1806.60 1805.70 1802.45 1802.21 1802.25 1802.00 4.15 C5 5" 35.72 4.80 1.71 1807.45 1805.70 1806.55 1804.84 1806.35 1804.63 0.90 5" 3 30.40 9.70 2.95 1805.70 1802.74 1802.18 1799.23 1801.97 1799.02 3.52 3 - 51.24 7.70 3.95 1802.74 1796.23 1799.20 1795.25 1798.99 1795.05 3.54 - 2 113.89 8.60 9.79 1796.23 1786.40 1795.22 1785.43 1795.02 1785.22 1.01 2 /, 29.20 1.80 0.53 1786.40 1785.85 1785.40 1784.87 1785.19 1784.67 1.00 /, // 103.17 2.95 3.04 1785.85 1782.79 1784.84 1781.80 1784.64 1781.59 1.01

// /* 80.14 4.40 3.53 1782.79 1779.25 1781.77 1778.24 1781.56 1778.04 1.02 /* /4 31.87 0.90 0.29 1779.25 1779.06 1778.21 1777.92 1778.01 1777.72 1.04 /4 / 63.41 0.90 0.57 1779.06 1779.72 1777.89 1777.32 1777.69 1777.12 1.17 / /+ 24.98 0.90 0.22 1779.72 1778.30 1777.29 1777.07 1777.09 1776.87 2.43 /+ /5 66.58 9.20 6.13 1778.30 1771.90 1777.04 1770.91 1776.84 1770.71 1.26 /5 /5" 97.80 0.90 0.88 1771.90 1771.90 1770.88 1770.00 1770.68 1769.80 1.02 /5" /3 40.47 1.30 0.53 1771.90 1770.32 1769.97 1769.45 1769.77 1769.24 1.93 /3 /3" 78.70 3.20 2.52 1770.32 1767.80 1769.42 1766.90 1769.21 1766.70 0.90 /3" /- 43.67 2.70 1.18 1767.80 1766.62 1766.87 1765.69 1766.67 1765.49 0.93

/- P67/ E!ist 28.97 4.90 1.42 1766.62 1765.11 1765.66 1764.24 1765.46 1764.04 0.96 1763.21

Caida en

el tramo

Cota

clave

Cota

batea


15/28

Volumen

m3

27.18

31.87

26.29

39.53

100.61

64.13

19.22

65.25

70.66

68.83

17.65

62.95

49.63

21.13

68.87

27.8645.62

86.86

34.55

43.28

24.78

16.16


16/28

CALCULO ALCANTARI

$RO'ECTO( REFG T+ , R,,+ * @*)( T+ , 3Relleno meEcla 4e ra#illa arena la#a4a 4e rTo 1 1 Camin H

Recebo 2 2 Camione(ie4ra 7arti4a ' Auto7ista&uelos estabiliEa4os 6 ;a ?rrea



17/28

CALCULO ALCANTARI

$RO'ECTO( REFG T+ , R,,+ * @*)( T+ , 3Relleno meEcla 4e ra#illa arena la#a4a 4e rTo 1 1 Camin H

Recebo 2 2 Camione(ie4ra 7arti4a ' Auto7ista&uelos estabiliEa4os 6 ;a ?rrea



18/28

CALCULO ALCANTARILLADO

$RO'ECTO( REFG T+ , R,,+ * @*)( T+ , 3*)* , )7Relleno meEcla 4e ra#illa arena la#a4a 4e rTo 1 1 Camin H20

Recebo 2 2 Camiones H20(ie4ra 7arti4a ' Auto7ista&uelos estabiliEa4os 6 ;a ?rrea



19/28

;eriicaciVn (an4eo Xall BucLin ;eriic

Q& RY BZ Fa (an4eoZ

Com7actacin L-m2 L-m2 L-

0 IRQP IRQP IRQP IRQP IRQP IRQP IR

0 0.0 0.00 0.00 0 0 0.00

0 0.0 0.00 0.00 0 0 0.00

Altura 4eaua

Re#isin7an4eo


20/28

;eriicaciVn (an4eo Xall BucLin ;eriica

Q& RY BZ Fa (an4eoZ 4

Com7actacin L-m2 L-m2 L-m

Altura 4eaua

Re#isin7an4eo

0 0.0 0.00 0.00 0 0 0.00

0.0 0.00 0.00 0 0 0.00

0 0 0 00 0 00 0 0 0 00


21/28

;eriicaciVn (an4eo Xall BucLin ;eriicacin R

Q& RY BZ Fa (an4eoZ 4cCom7actacin L-m2 L-m2 L-m2-m

Altura 4eaua Re#isin7an4eo

0.0 0.00 0.00 0 0 0.00 0

0.0 0.00 0.00 0 0 0.00 0

0.0 0.00 0.00 0 0 0.00 0


22/28

UNION TEMPORTAL INGENIERIA Y CONSULTO

$RO'ECTO( CALCULO ALCA"TARILLADO SA"ITARIO &EREDA LA CUCHILLA MU"ICI$IO DE SA" A#USTI" HU

DISEO( E"RIQUE CRU SALOMO"

CA"TIDADES DE OBRA - DATOS

2e m 0.'5

ramo *on Diam D :terior B4 Cota erreno Cota Cla#e Recubrimiento Diam :t C@mara *on real *oDe A m %om Bc &u7 $n &u7 $n &u7 $n &u7 $n tubera c

mm,O m m DiJ2e DiJ2e m1 2 '9.!! 200 0.20 0.60 181'.00 1809.!1 181".10 1808.82 0.90 0.89 1.65 1.65 '9.95

2 " 56.99 200 0.20 0.60 1809.!1 1805.60 1808.!9 180'.69 0.92 0.91 1.65 1.65 5!.1'

" ' '6.9" 200 0.20 0.60 1805.60 180'.'! 180'.66 180".58 0.9' 0.89 1.65 1.65 '6.9'

' 5 55.50 200 0.20 0.60 180'.'! 180'.'6 180".55 180".05 0.92 1.'1 1.65 1.65 55.50

5 6 59."' 200 0.20 0.60 180'.'6 1806.60 180".02 1802.'8 1.'' '.12 1.65 1.65 59."'

6 6A 2!.52 200 0.20 0.60 1806.60 1805.!0 1802.'5 1802.21 '.15 ".'9 1.65 1.65 2!.52

C6 6A "5.!2 200 0.20 0.60 180!.'5 1805.!0 1806.55 180'.8' 0.90 0.86 1.65 1.65 "5.!6 6A ! "0.'0 200 0.20 0.60 1805.!0 1802.!' 1802.18 1!99.2" ".52 ".51 1.65 1.65 "0.5'

! 8 51.2' 200 0.20 0.60 1802.!' 1!96.2" 1!99.20 1!95.25 ".5' 0.98 1.65 1.65 51."9

8 9 11".89 200 0.20 0.60 1!96.2" 1!86.'0 1!95.22 1!85.'" 1.01 0.9! 1.65 1.65 11'."1

9 10 29.20 200 0.20 0.60 1!86.'0 1!85.85 1!85.'0 1!8'.8! 1.00 0.98 1.65 1.65 29.20

10 11 10".1! 200 0.20 0.60 1!85.85 1!82.!9 1!8'.8' 1!81.80 1.01 0.99 1.65 1.65 10".21

11 12 80.1' 200 0.20 0.60 1!82.!9 1!!9.25 1!81.!! 1!!8.2' 1.02 1.01 1.65 1.65 80.22

12 1" "1.8! 200 0.20 0.60 1!!9.25 1!!9.06 1!!8.21 1!!!.92 1.0' 1.1' 1.65 1.65 "1.8!

1" 1' 6".'1 200 0.20 0.60 1!!9.06 1!!9.!2 1!!!.89 1!!!."2 1.1! 2.'0 1.65 1.65 6".'1

1' 15 2'.98 200 0.20 0.60 1!!9.!2 1!!8."0 1!!!.29 1!!!.0! 2.'" 1.2" 1.65 1.65 2'.98

15 16 66.58 200 0.20 0.60 1!!8."0 1!!1.90 1!!!.0' 1!!0.91 1.26 0.99 1.65 1.65 66.86 16 16A 9!.80 200 0.20 0.60 1!!1.90 1!!1.90 1!!0.88 1!!0.00 1.02 1.90 1.65 1.65 9!.80

16A 1! '0.'! 200 0.20 0.60 1!!1.90 1!!0."2 1!69.9! 1!69.'5 1.9" 0.8! 1.65 1.65 '0.'8

1! 1!A !8.!0 200 0.20 0.60 1!!0."2 1!6!.80 1!69.'2 1!66.90 0.90 0.90 1.65 1.65 !8.!'


23/28

CALCUL

ALCA"TARILLADO COMBI"ADO B. HER"A"DE ' EL CE"TRO - SA" &ICE"TE DEL CA#UA"$RO'ECTO( 0.00 T+ , R,,

Relleno meEcla 4e ra#illa arRecebo(ie4ra 7arti4a

&uelos estabiliEa4os


24/28

CALCULO AL

CA"TID

R,,+ *


25/28

UNION TEMPORTAL INGENIERIA Y CONSULTORIA NACIONAl

$RO'ECTO( T+ , R,,+ * @*)( T+ , )*s*

Relleno meEcla 4e ra#illa arena la#a4a 4e rTo 1 1 (a#imen

DISEO( E"RIQUE CRU SALOMO" Recebo 2 2 Airma4

(ie4ra 7arti4a ' " RellenoRelleno lui4o 5 ' An4?n&uelos estabiliEa4os 6 5 Sona ;e


26/28


27/28

UNION TEMPORTAL INGENIERIA Y CONSULTORIA NACIONA

$RO'ECTO( CALCULO ALCA"TARILLADO SA"ITARIO &EREDA LA CUCHILLA MU"ICI$IO DE SA" A#USTI" HUILA

DISEO( E"RIQUE CRU SALOMO"

CA"TIDADES DE TUBERIA

CA"TIDADES TRAMOSDe A Diam %om *on


28/28

Revisin N Pgina 28 06/23/2016

cuadro de cálculo - 2039

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