TRAMO V (09-07-2013)
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Página 1 TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO PLUVIAL SUB CUENCA V PROYECTO: EXPEDIENTE TECNICO:"INSTALACION Y MEJORAMIENTO DEL SISTEMA INTEGRAL DE DRENAJE PLUVIAL EN LOS EJES DE ALTO LIBERTAD-VICTORIA-SEMIRURAL PACHACUTEC-UNDO !UEBRADA TUPAC AMARU MARISCAL CASTILLA" caudal total de di2.40 m3/seg UBICACIÓN: DISTRITO DE CERRO COLORADO-ARE!UIPA velocidad maxima 6.00 m/s FECHA: 1 DE JULIO DEL # 1$ velocidad minima 0.9m/s h relleno 1.00 m coef manning 0.01 NOMBRE DE LA CALLE TRAMO CAUDALES COTAS TERRENO(m) PENDIENTE(m/km) DIAMETRO TUBO LLENO VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m) COTA BATEA (m) OBSERVACIONES Inici Fin!" T#!" $min $M!% P&' Inici!" Fin!" T'&&'n P& *'s#! C+"c*" (cm) $"" (" s) V"" (m/s) Vmin Vm!% ,min ,m!% Inici!" Fin!" Inici!" Fin!" Ca%%& Li'&()a* - Ca%%& N+ S-, BI- #. #./ ,/01, #$, /0,# #$ /.1$ 01/1 1 .$ 1$/2 0 , 111$/0 0/2.$ #/.2. $/$$1 / , 0/$1$ #$ /, #$ ./$2 #$ / ,# #$ 2/ 1$ A3&ni*a P(in4i5a% S-$ BI-$ , , / . /,.1 #$,$/., #$,$/0 # 1,/ .$ 0# 1./ , , 0 / 22 ,/. . $/1,0 $/,,# 2/$01 ./ , #$,#/.11 #$,#/1 #$,#/$, #$,1/0 # Ca%%& 1 S-# BI-1 # #/ 0 / # #$,,/#0. #$,,/1#, 12/ 2# , 12/ .0 , . ,/ 1. ,/ ,2 #/2 $/12, 0/2$ ./$$ #$, /,#0 #$, / ., #$, / 0. #$,$/0#. Ca%%& 1 S-1 BI-1 # # / 1 #. /221 #$,,/ #$,,/1#, 0/.# 1 #0/ #0 , 110./,10 2/11. ,/0#, ,/.2, 1 /1. 1,/$2# #$, /2 #$, / .# #$, /# 0 #$,$/0#, Ca%%& 1 BI-1 BI-# #.0 #.0/ 1 $# /, 0 #$,,/1#, #$,$/.12 #./# , $#/#$ , 122,/ 1. 0/ .$ / 00 /0$ 10/, , 12/0 #$,$/ $, #$,1/.#2 #$,$/$#, #$,1/#12 Ca%%& N+ 16A3&ni*a P(in4i5a% BI-# BI-$ #.0 #.0/ 1 $# /, 0 #$,$/.12 #$,$/0 # 1#/2, 2 # / $0 , ##01/ 20 2/2 2 ,/$ ,/, # 1 /0 1 1,/0 $ #$,1/.#2 #$,1/1 1 #$,1/#12 #$, / # A3&ni*a P(in4i5a% S- BI-$ 01 01/ . / # #$,$/,.0 #$,$/0 # -#/2.# , 1 /,#, , .0 /,0. ,/#00 $/ $ $/ 1 ./### / $ #$,#/. $ #$, / #$,#/$.0 #$, / # Ca%%& Li'&()a* BI- BI-, ,1 ,1/ 1 21/0 #$ /.1$ #$ ./,, 0 /0 0 , ,,/ 0 0 ./01 #/ ., #/#.$ #/$ $ $ / 0# /$ , #$ 0/ #$ #$ 0/$1 #$ ,/.1$ #$ ,/2 Ca%%& Li'&()a* S-0 BI-, # #/ $$/. , #$ ./. 0 #$ ./,, $ /, 0 , 1#/ $ , 11 #/$$ 2/#0$ #/2#2 $/1 2 /1# ,/# 2 #$ 2/. 0 #$ 2/112 #$ 2/$ #$ 0/0, A3&ni*a San)a R78a *& Li9a BI-, BI-0 21 21/ 1 ../0 0 #$ ./,, #$ /$01 /$0. 0 $ /2,0 0 0/$21 /.10 ,/2# ,/2.2 10/2# 12/ $ #$ 0/0# #$ $/ #1 #$ ,/2 #$ #/, 0 Pa8a & Hi57%i)7 Unan;& S-2 BI-0 $ $/ ./ ,0 #$ ,/ 10 #$ /$01 0 /,.1 01 1 / 0. , ,1/2 , ,/2 2 #/0$# $/ $2 ,/,00 2/ 1 #$ /020 #$ $/0#1 #$ /#1 #$ $/10$ A3&ni*a San)a R78a *& Li9a BI-0 BI-2 ,1 , 1/ 1 ,1 / 2 #$ /$01 #$ $/ , 1#/ 0 10 0/$22 $1 #/,$$ /2., $/, $ $/,# # /0.2 #,/ 1$ #$ $/ #, #$ #/10 #$ #/,11 #$ 1/#,, A3&ni*a San)a R78a *& Li9a6C BI-2 BI-. ,1 , 1/ 1 ,1 / 2 #$ $/ , #$ $/ 1 /$0$ # $/ 0 $.$$/$,, ,/.$2 / $, / 0, ##/$#, ##/012 #$ #/10 #$ 1/ 11 #$ 1/#,, #$ / 2 CAUDAL CIRCULANTE Cm'&ci!" (mm)
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Transcript of TRAMO V (09-07-2013)
Hoja1HABITACIONALCoef. Previsin = 0.25POBLACION =86573 HabCoef. Harmon =2.05DENSIDAD POBLACION =172.80 Hab/UnTotal Unidades = 501.00DOTACION =1000 l/Hab/DaAPORTACION =1000 l/Hab/DaQmin =501.00 lpsGASTO MINIMO = 501.00 lpsQmed =1002.00 lpsGASTO MEDIO = 1002.00 lpsQmax inst =2056.39 lpsGASTO MAX. INST. = 2056.39 lpsQmax prev =514.10 lpsGASTO MAX. PREV. = 514.10 lpsTABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO PLUVIALSUB CUENCA VPROYECTO:EXPEDIENTE TECNICO:"INSTALACION Y MEJORAMIENTO DEL SISTEMA INTEGRAL DE DRENAJE PLUVIALEN LOS EJES DE ALTO LIBERTAD-VICTORIA-SEMIRURAL PACHACUTEC-FUNDO QUEBRADATUPAC AMARU MARISCAL CASTILLA"caudal total de diseo2.40 m3/segUBICACIN:DISTRITO DE CERRO COLORADO-AREQUIPAvelocidad maxima6.00 m/sFECHA:01 DE JULIO DEL 2013velocidad minima0.9m/sh relleno1.00 mcoef manning0.01NOMBRE DE LA CALLETRAMOUNIDADES DRENADASCAUDAL CIRCULANTEPOBLACIONCOEF. HARMONGASTOS(lps)CAUDALESCOTAS TERRENO(m)PENDIENTE(m/km)DIAMETROCoef. Rug. ManningTUBO LLENORELACION DE GASTOSRELACION VELOCIDADRELACION TIRANTESVELOCIDAD (m/s)TIRANTE (cm)COTA CLAVE (m)COTA BATEA (m)PROFUNDIDAD (m)VOLUMENES (m3)OBSERVACIONESInicioFinalTramoTributariaTotalQmedQminQMax PrevInicialFinalTerrenoPropuestaClculo (cm)Comercial (mm)Pulg.Qll (lps)Vll (m/s)Qmin/QllQmax/QllVmin/VllVmax/Vllymin/Dymax/DVminVmaxyminymaxInicialFinalInicialFinalPozoMediaExcavacinPlantillaRellenoCalle Libertad - Calle NS-5BI-42802848383.25856.00028.00045.6152350.6522349.81361.1018313.79645018"0.0101113.6496.7830.0250.0410.4240.4910.1090.1382.8777871486[>6]3.3314.99547436296.3132349.5092348.3702349.0522347.9131.5001.80026.0511.57924.472Avenida PrincipalS-3BI-35405493312.984108.00054.00080.5812353.8542353.69215.0836218.05445018"0.010960.0775.8480.0560.0840.5400.6070.1610.1963.1561170667[>6]3.5527.36122526128.9542352.8112352.1492352.3542351.6921.4001.90020.3731.23519.139Calle 1S-2BI-14204272583.09184.00042.00064.9202355.2682355.12517.4725417.08645018"0.010895.9185.4570.0470.0720.5110.5820.1470.1822.7899248822[>6]3.1756.7387117068.3302354.5262354.0852354.0682353.6281.1001.39711.7840.94410.840Calle 1S-1BI-12440244421632.334488.001244.001284.7712355.4442355.12546.8249126.92645018"0.0101168.5167.1180.2090.2440.7900.8250.3100.3365.6253662918[>6]5.87514.179553615115.3722354.7042354.0822354.2462353.6251.0971.4009.7700.7828.987Calle 1BI-1BI-20286286494212.269572.001286.001324.5062355.1252353.81728.2044532.23045024"0.0101775.4186.0830.1610.1830.7340.7610.2710.2904.4656712389[>6]4.63016.545005436417.6492353.9352351.8272353.3252351.2171.7002.500126.5946.028120.565Calle N 1/Avenida PrincipalBI-2BI-30286286494212.269572.001286.001324.5062353.8172353.69212.7507429.43645024"0.0102261.0767.7470.1260.1440.6850.7100.2400.2565.3044181296[>6]5.50214.640838990715.6032351.8272351.1012351.2172350.4922.5003.10035.8171.27934.538Avenida PrincipalS-4BI-361061105412.932122.00061.00089.4242353.5862353.692-2.7825019.52545018"0.010864.5685.2660.0710.1030.5770.6460.1800.2173.0394145418[>6]3.4018.22231277459.9302352.8432350.9492352.3862350.4921.1003.10091.5164.35887.158Calle LibertadBI-4BI-50451451779332.091902.002451.001471.6042349.8132348.55964.606555.40060024"0.010608.6142.0850.7410.7751.0951.1040.6410.6612.2829931706[>6]2.30339.062029099940.3052346.4232346.3192345.8132345.7093.9002.75083.8772.52381.354Calle LibertadS-6BI-52002034563.38940.00020.00033.8952348.8462348.55939.5069512.03045018"0.0101192.3397.2630.0170.0280.3760.4400.0900.1162.7272766819[>6]3.1974.12040957365.2972347.8062347.1172347.3492346.6591.3971.80013.3220.83312.489Avenida Santa Rosa de LimaBI-5BI-60471471813892.075942.002471.001488.6962348.5592344.36190.3686934.75690036"0.0106446.3719.8160.0730.0760.5830.5900.1830.1865.7243274564[>6]5.78716.728680427417.0342346.6242343.4212345.7092342.5062.7501.754177.8967.899169.997Pasaje Hipolito UnanueS-7BI-63003051843.23060.00030.00048.4562345.4162344.36160.5816114.96845018"0.010951.7055.7970.0320.0510.4540.5240.1220.1532.6321262043[>6]3.0375.56631142417.0142344.6762343.6212344.2192343.1631.0971.09721.9852.00419.981Avenida Santa Rosa de LimaBI-6BI-70501501865732.0521002.002501.001514.0972344.3612343.40512.4691646.37790036"0.0103142.5334.7850.1590.1640.7320.7370.2700.2743.5026158466[>6]3.52924.686786130725.0132343.4252342.1692342.5112341.2551.7502.050247.58813.031234.557Avenida Santa Rosa de Lima/Calle San MartinBI-7BI-80501501865732.0521002.002501.001514.0972343.4052343.4010.3632443.04690036"0.0103833.3555.8370.1310.1340.6910.6960.2440.2474.0349045575[>6]4.06522.325392842922.6172342.1692341.9112341.2552340.9972.0502.30439.2091.80137.408
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