CUADRO DETALLECALCULO DE DOTACIONES

TRAMOUSO Y DESCRIPCIONAREA m2DOTACION UNIDADCANTIDADTOTALTOTAL l/sA1-A2Vivienda Unifamiliar2001500l/d3248000L= 185 m480000.56

B1-B2Vivienda Unifamiliar2001500l/d3146500L=175 m465000.54

C1-C2Vivienda Unifamiliar2001500l/d1522500L=167 m225000.26

A1-A3Vivienda Unifamiliar2001500l/d913500L=85 m135000.16

A3-A4Vivienda Unifamiliar2001500l/d/m21218000L=62m180000.21

B1-B3Vivienda Unifamiliar2001500l/d2740500L=148 m405000.47

C1-C3Vivienda Unifamiliar2001500l/d2639000L=147 m390000.45

C1-D1RECREACIONAL9663l/d/m212898L=47mcaseta 18010l/d/m21180046980.05

D1-D2Vivienda unifamiliar2001500l/d1827000L=145 mAreas Recreacional4153l/d/m211245282450.33

A3-E1Vivienda Unifamiliar2001500l/d812000L=110 mAreas Verdes20460.25l/d/m21511.512511.50.14

E2-E3Vivienda Unifamiliar2001500l/d812000L=110 mAreas Verdes20460.25l/d/m21511.5112511.50.14

A0-A1Vivienda Unifamiliar2001500l/d1624000L=220240000.28

QmTOTAL3099663.59

CAUDALES MEDIOSPLANILLA DE GASTO MEDIO POR TRAMOS DE MALLA

CALCULOING. JESUS ZURITAPROYECTODISEO ACUEDUCTOURBANIZACIONASOTRINIDADUBICACINAV. UNIVERSIAD, SECTOR LA TRINIDAD, EL LIMN ESTADOARAGUA

MALLATRAMOCAUDAL L/DCAUDAL L/S0A0-A1240000.28 IA1-A2480000.56 B1-B2465000.54 IIB1-B2465000.54 C1-C2225000.26 IIIA1-A3135000.16 A3-A4180000.21 B1-B3405000.47 IVA3-E112511.50.14 E2-E312511.50.14 VC1-C3390000.45 D1-D2282450.33 C1-D146980.05 SUMATORIA3099663.59

CUADRO DEL NODOPLANILLA DE GASTO MEDIO POR NODOS

CALCULOING. JESUS ZURITAPROYECTODISEO ACUEDUCTOURBANIZACIONASOTRINIDADUBICACINAV. UNIVERSIAD, SECTOR LA TRINIDAD, EL LIMN ESTADOARAGUA

NODOGASTO L/DIAGASTO L/SEGA0120000.14 A1427500.49 A2240000.28 A322005.750.25 A490000.10 B1435000.50 B2232500.27 B3202500.23 C1330990.38 C2112500.13 C3195000.23 D116471.50.19 D214122.50.16 E16255.750.07 E26255.750.07 E36255.750.07

NODOGASTO L/SEGQmax-h Q DcA00.14 0.35 0.25 A10.49 1.24 0.89 A20.28 0.69 0.50 A30.25 0.64 0.46 A40.10 0.26 0.19 B10.50 1.26 0.91 B20.27 0.67 0.48 B30.23 0.59 0.42 C10.38 0.96 0.69 C20.13 0.33 0.23 C30.23 0.56 0.41 D10.19 0.48 0.34 D20.16 0.41 0.29 E10.07 0.18 0.13 E20.07 0.18 0.13 E30.07 0.18 0.13 SUMATORIA3.59 8.97 22.46

CROSS MAXIMO HORARIOMETODO ITERATIVO DE HARDY CROSS. MAXIMO HORARIOPROYECTODISEO DE ACUEDUCTOS

UBICACINURBANIZACION ASOTRINIDAD, EL LIMON EDO. ARAGUAMallaTramoL(mts)L'(mts)f(mm)f intenoQs(lts/seg)J(mts)J/QsQc(lts/seg)qCASO MHCICLO10A0-A1220231.002202002.58-0.0109-0.00423.9705Sumatoria-0.0109-0.00421.3931

IA1-A2185194.252001802.58-0.0153-0.00592.2076B1-B2175183.752001801.900.0083-0.00432.2742Sumatoria-0.0070-0.0103-0.3697

IIB1-B2175183.752001801.90-0.0083-0.00430.6433C1-C2167175.352001802.67-0.0147-0.00551.4092Sumatoria-0.0230-0.0098-1.2612

IIIA1-A38589.252001802.78-0.0081-0.00292.9171A3-A46265.102001802.14-0.0036-0.00172.2804B1-B3148155.402001802.790.0142-0.00512.6546Sumatoria0.0025-0.00970.1397

IVA3-E1110115.502001802.78-0.0104-0.00381.2715E2-E3110115.502001802.79-0.0105-0.00381.2884Sumatoria-0.0210-0.0075-1.5059

IVC1-C3147154.352001802.67-0.0130-0.00492.6705D1-D2145152.252001802.19-0.0089-0.00402.1938C1-D14749.352001802.67-0.0041-0.00162.6705Sumatoria-0.0260-0.01040.0001466911

CROSS DEMANDA COINCIDENTEMETODO ITERATIVO DE HARDY CROSS. DEMANDA COINCIDENTEPROYECTODISEO DE ACUEDUCTOS

UBICACINURBANIZACION ASOTRINIDAD, EL LIMON EDO. ARAGUAMallaTramoL(mts)L'(mts)f(mm)f intenoQs(lts/seg)J(mts)J/QsQc(lts/seg)qCASO MHCICLO10A0-A1220231.002202007.19-0.0725-0.010111.0749Sumatoria-0.0725-0.01013.8859

IA1-A2185194.252001807.19-0.1018-0.01426.7500B1-B2175183.752001806.520.0803-0.01236.9553Sumatoria-0.0215-0.0265-0.4390

IIB1-B2175183.752001806.52-0.0803-0.01232.7896C1-C2167175.352001807.26-0.0935-0.01293.5293Sumatoria-0.1738-0.0252-3.7267

IIIA1-A38589.252001807.19-0.0468-0.00656.9601A3-A46265.102001806.73-0.0302-0.00456.5016B1-B3148155.402001806.520.0679-0.01046.7452Sumatoria-0.0091-0.0214-0.2289

IVA3-E1110115.502001807.19-0.0605-0.00843.2336E2-E3110115.502001807.44-0.0646-0.00873.4870Sumatoria-0.1251-0.0171-3.9554

IVC1-C3147154.352001807.26-0.0823-0.01137.2586D1-D2145152.252001806.91-0.0742-0.01076.9129C1-D14749.352001807.26-0.0263-0.00367.2586Sumatoria-0.1829-0.02570.0025410265