Hoja1HABITACIONALTABLA DE CLCULO HIDRULICO PARA ALCANTARILLADO PLUVIALTABLA DE CLCULO HIDRULICO PARA ALCANTARILLADO PLUVIALPOBLACION =SUBCUENCA ITRAMO 1-4DENSIDAD POBLACION =DOTACION =PROYECTO:EXPEDIENTE TCNICO: "INSTALACIN Y MEJORAMIENTO DEL SISTEMA INTEGRAL DE DRENAJE PLUVIALEXPEDIENTE TCNICO: "INSTALACIN Y MEJORAMIENTO DEL SISTEMA INTEGRAL DE DRENAJE PLUVIALcaudal total de diseo2.40 m3/segAPORTACION =EN LOS EJES DE ALTO LIBERTAD-ALTO VICTORIA-SEMIRURAL PACHACUTEC-FUNDO LA QUEBRADAEN LOS EJES DE ALTO LIBERTAD-ALTO VICTORIA-SEMIRURAL PACHACUTEC-FUNDO LA QUEBRADAvelocidad maxima6.00 m/sQmin =TUPAC AMARU T MARISCAL CASTILLA"TUPAC AMARU T MARISCAL CASTILLA"velocidad minima0.9m/sQmed =UBICACIN:DISTRITO DE CERRO COLORADO - AREQUIPADISTRITO DE CERRO COLORADO - AREQUIPAh relleno1.00 mQmax inst =FECHA:27 DE JUNIO DEL 2013JULIO DEL 2013coef manning0.01Qmax prev =GASTO MAX. PREV. = 2163.61 lpsNOMBRE 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)OBSERVACIONESINICIOFINTramoTributariaTotalQmedQminQMax PrevInicialFinalTerrenoPropuestaClculo (cm)Comercial (mm)Pulg.Qll (lps)Vll (m/s)Qmin/QllQmax/QllVmin/VllVmax/Vllymin/Dymax/DVminVmaxyminymaxInicialFinalInicialFinalPozoMediaExcavacinPlantillaRellenoAVENIDA PERUSUM-48/TIPO-2BI-462660266459652.299532.002266.001305.7332351.2002351.1800.2021835.91260024"0.0091253.5534.2950.2120.2440.7940.8260.3130.3363.4099608479[>6]3.54619.064588775120.5052350.6102348.7902350.0002348.1801.1002.900257.79912.890244.909AV FRAY MARTIN DE PORRASBI-46BI-470266266459652.299532.002266.001305.7332351.1802337.60075.4467527.55160024"0.0092541.4318.7080.1050.1200.6480.6750.2180.2345.6426206813[>6]5.87613.318472750814.2772348.7902335.2102348.1802334.6002.9002.900678.58723.400655.188JIRON TARAPACASUM-46BI-475105188133.009102.00051.00076.7302338.6002337.60052.75310615.40645018"0.0091395.5018.5000.0370.0550.4750.5360.1310.1594.0342991015[>6]4.5575.97595005897.2802337.8572335.8572337.4002335.4001.1002.10034.8792.18032.699JIRON TARAPACASUM-47BI-474804882943.03596.00048.00072.8372337.6002337.6000.0005517.05945018"0.0091009.5446.1490.0480.0720.5130.5810.1480.1823.1570060851[>6]3.5736.78490674988.3132336.8572335.8572336.4002335.4001.1002.10033.3232.08331.241JIRON TARAPACABI-47BI-70365365630722.172730.003365.002396.4562337.6002331.50030.9333135.89860024"0.0091627.3145.5760.2240.2440.8060.8250.3220.3364.4962643485[>6]4.60119.623600173320.4932335.0102328.9102334.4002328.3003.1003.100794.71925.636769.083JIRON TARAPACABI-7SUM-151420142245382.564284.001142.001182.0182331.5002331.5000.0007622.66645018"0.0091182.3147.2020.1200.1540.6740.7250.2340.2654.8574350107[>6]5.21910.698994418112.1262330.7572330.1572330.3002329.7001.1001.70012.7550.91111.844TRAMO 1-5NOMBRE 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)OBSERVACIONESINICIOFINTramoTributariaTotalQmedQminQMax PrevInicialFinalTerrenoPropuestaClculo (cm)Comercial (mm)Pulg.Qll (lps)Vll (m/s)Qmin/QllQmax/QllVmin/VllVmax/Vllymin/Dymax/DVminVmaxyminymaxInicialFinalInicialFinalPozoMediaExcavacinPlantillaRellenoAVENIDA LIMASUM-19 A BI-40111011147853.26355.37727.68845.1692310.2002310.640-53.564921.06045018"0.010356.9392.1740.0780.1270.5940.6850.1880.2401.2904028026[>6]1.4898.613780769510.9832309.4572309.3872309.0002308.9301.1001.61012.8000.94511.855AVENIDA LIMABI-44 A BI-40202863.8001.5001.5001.5002319.0002310.64070.501733.92245018"0.0101047.9416.3830.0010.0010.1770.1750.0280.0281.1329603326[>6]1.1151.2993454911.2692318.0572309.3472317.6002308.8901.3001.650201.14113.637187.504AVENIDA LIMABI-40 A BI-14340113453195262.663225.997112.998150.4542310.6402308.50021.8832227.70990036"0.0103631.8585.5310.0310.0410.4520.4930.1210.1392.5013322879[>6]2.72511.063090070812.6962309.0542306.9142308.1402306.0002.4002.400399.00316.625382.378

Pgina &P

MBD0002D19A.wmf