Download - CONDUCCION-ADUCCION_II.docx

SABAINO

PROYECTO: MEJORAMIENTO, AMPLIACION DE LOS SERVICIOS DE AGUA POTABLE Y SANEAMIENTO BASICO RURAL EN EL POBLADO DE SABAINO, COMUNIDAD DE SAN JUAN Y SUS ANEXOS LAHUIA, TINTIRCUMANI,TICLLA, DISTRITO DE SABAINO, PROVINCIA DE ANTABAMBA, REGION APURIMAC.

CALCULO HIDRAULICO LINEA DE CONDUCCION - CAPTACION YURACYACU

COEFICIENTE C 150Qmd 1.60

TRAMOESTACALONG. (m)GASTODISEOS m/kmDIAM.(pulg)S REAL(m/km)VELOC.(m/s)Hf (m)hf acumCOTAS DE DISEOPRESION ESTATICADESNIVELPRESION DINAMICATIPOTUB.CLASE

DEADELALINICIALFINALINICIALFINALINICIALFINAL

CPCRP10224022401.6022.313.01.840.354.12834.12833862.563812.590.0049.9749.970.0045.84PVC7.5

CRP1CRP2224038201580.001.6031.573.01.840.352.91192.91193812.593762.710.0049.8849.880.0046.97PVC7.5

CRP2CRP3382051471327.001.6037.653.01.840.352.44572.44573762.713712.750.0049.9649.960.0047.51PVC7.5

CRP3CRP4514763221175.001.6042.373.01.840.352.16552.16553712.753662.960.0049.7949.790.0047.62PVC7.5

CRP4CRP563226636314.001.60159.242.013.280.794.16954.16953662.963612.960.0050.0050.000.0045.83PVC7.5

CRP5CRP666366991355.001.60140.452.013.280.794.71394.71393612.963563.100.0049.8649.860.0045.15PVC7.5

CRP6CR69917291.319300.321.60114.152.013.280.793.98783.98783563.103528.820.0034.2834.280.0030.29PVC7.5

CP= CAPTACION NUEVACRP= CAMARA ROMPREPRESION NUEVA CR= CAMARA DE REUNION NUEVO


CALCULO HIDRAULICO LINEA DE CONDUCCION - CAPTACION COTAHUARI




CPCRP103003000.80153.372.03.680.391.10361.10363610.373564.360.0046.0146.010.0044.91PVC7.5

CRP1CR3001153.68853.680.8041.632.03.680.393.14043.14043564.363528.820.0035.5435.540.0032.40PVC7.5

CP= CAPTACION NUEVACRP= CAMARA ROMPREPRESION NUEVA CR= CAMARA DE REUNION NUEVO


CALCULO HIDRAULICO LINEA DE CONDUCCION-CAMARA DE REUNION A RESERVORIO




CRR040402.34220.503.03.730.510.14900.14903528.823520.000.008.828.820.008.67PVC7.5

CR= CAMARA DE REUNION NUEVO R= RESERVORIO NUEVO

SAN JUAN:


CALCULO HIDRAULICO LINEA DE CONDUCCION - SAN JUAN CAPATACION TOROUMANA

COEFICIENTE C 150



CPCRP10281.27281.270.39175.722.00.970.190.27350.27353741.023691.600.0049.4249.420.0049.15PVC7.5

CRP1R281.27452.369171.100.39253.512.00.970.190.16640.16643691.603648.220.0043.3843.380.0043.21PVC7.5

CP= CAPTACION NUEVACRP= CAMARA ROMPREPRESION NUEVA R= RESERVORIO NUEVO

PROYECTO: MEJORAMIENTO, AMPLIACION DE LOS SERVICIOS DE AGUA POTABLE Y SANEAMIENTO BASICO RURAL EN EL POBLADO DE SABAINO, COMUNIDAD DE SAN JUAN Y SUS ANEXOS LAHUIA, TINTIRCUMANI, TICLLA, DISTRITO DE SABAINO, PROVINCIA DE ANTABAMBA, REGION APURIMAC.

CALCULO EN NUDOS DE REDES -SAN JUAN

NUDOELEVACION (m)DEMANDA

(L/s)GRADIENTEHIDRAULICA (m)PRESION (m

H2O)

J-13,622.430.453,641.3519

J-33,624.990.453,641.5517

J-43,577.850.213,618.2540

J-53,580.950.233,618.3237

J-73,634.720.593,647.3913

J-83,626.210.473,642.5616

J-93,615.120.013,642.5627

J-103,574.940.043,618.2343

J-113,608.750.443,619.3011

J-123,594.710.123,608.5614

J-133,589.540.043,608.5519

J-143,597.770.183,618.8921

J-153,579.350.163,618.3839

J-163,620.350.013,641.3521

J-173,591.470.183,618.6227

J-183,591.350.263,618.6327

J-193,604.690.263,618.8114

J-203,567.170.053,608.4541

J-213,579.650.183,618.0638


CALCULO DE REDES - SAN JUAN

TRAMOLONGITUD (M)NUDO INICIALNUDO FINALDIAMETRO (PULG.)MATERIALHazen-Williams CCAUDAL (l/s)VELOCIDAD (m/s)

P-155.42J-19J-182PVC1500.760.37

P-1101.31J-7PRV-21PVC1500.210.41

P-264.37J-18J-51.5PVC1500.430.38

P-290.88PRV-2J-121PVC1500.210.41

P-329.60J-4J-101PVC1500.040.08

P-436.71J-11J-141.5PVC1500.680.6

P-542.27J-14J-171.5PVC1500.50.44

P-640.82J-15J-51.5PVC1500.230.20

P-744.86J-18J-171.5PVC1500.060.06

P-815.41J-5J-41.5PVC1500.430.38

P-934.22J-12J-131PVC1500.040.08

P-1025.30J-8J-91PVC1500.010.02

P-1183.89J-7J-82PVC1503.531.74

P-1284.22J-11J-192PVC1501.020.50

P-1341.12J-1J-161PVC1500.010.02

P-1463.83J-17J-151.5PVC1500.390.34

P-156.04J-3J-12PVC1502.61.28

P-17172.27J-12J-201PVC1500.050.10

P-18198.67J-4J-211.5PVC1500.180.16

P-195.80J-1PRV-12PVC1502.141.06

P-2030.77PRV-1J-112PVC1502.141.06

P-2123.09J-8J-32PVC1503.051.50

CALCULO LINEA DE ADUCCION - SAN JUAN

TRAMOLONGITUD

(M)NUDO INICIALNUDO FINALDIAMETRO

(PULG.)MATERIALHazen-Williams CCAUDAL

(l/s)VELOCIDAD

(m/s)

P-2218.82R-1J-72PVC1504.332.14

TINTIRCUMANI:


CALCULO HIDRAULICO LINEA DE CONDUCCION - TINTIRCUMANI CAPTACION TTASTACCOTA

COEFICIENTE C 150



CPCRP104204200.10118.062.00.080.050.03290.03293651.723602.130.0049.5949.590.0049.55PVC7.5

CRP1CRP2420840420.000.10118.562.00.080.050.03290.03293602.133552.340.0049.7949.790.0049.76PVC7.5

CRP2R8401780.814940.810.1053.852.00.080.050.07360.07363552.343501.680.0050.6650.660.0050.59PVC7.5



CALCULO EN NUDOS DE REDES -TINTIRCUMANI

NUDOELEVACION

(m)DEMANDA

(L/s)GRADIENTEHIDRAULICA (m)PRESION (m

H2O)

J-13,473.690.0403,501.7728.03

J-23,475.740.1003,501.7825.99

J-33,468.000.0103,501.7733.71

J-43,473.060.0603,501.7128.59

J-53,467.500.0303,501.7134.14

J-63,473.000.0303,501.7728.71

J-73,488.410.1403,501.8613.42

J-83,472.100.0403,501.6929.54

PROYECTO: MEJORAMIENTO, AMPLIACION DE LOS SERVICIOS DE AGUA POTABLE Y SANEAMIENTO BASICO RURAL EN EL POBLADO DE SABAINO, COMUNIDAD DE SAN JUAN Y SUS ANEXOS LAHUIA, TINTIRCUMANI, TICLLA, DISTRITO DE SABAINO, PROVINCIA DE ANTABAMBA,REGION APURIMAC.

CALCULO DE REDES -TINTIRCUMANI

TRAMOLONGITUD


(PULG.)MATERIALHazen-

Williams CCAUDAL

(l/s)VELOCIDAD

(m/s)

P-124.28J-1J-61PVC1500.020.04

P-213.81J-1J-31PVC1500.010.02

P-438.56J-4J-81PVC1500.030.06

P-520.9J-4J-51PVC1500.020.04

P-630.84J-7J-21.5PVC1500.270.53

P-74.95J-2J-11PVC1500.060.12

P-819.12J-2J-41PVC1500.10.20

CALCULO LINEA DE ADUCCION -TINTIRCUMANI

TRAMOLONGITUD


(PULG.)MATERIALHazen-

Williams CCAUDAL

(l/s)VELOCIDAD

(m/s)

P-354.25R-1J-71.5PVC1500.380.75

LAHUIA:


CALCULO HIDRAULICO LINEA DE CONDUCCION 1 - LAHUIA CAPTACION HUAYCCO WASINA

COEFICIENTE C 150



CPR0341.713341.7130.06103.232.00.030.030.01040.01043933.303898.030.0035.2735.270.0035.26PVC7.5



CALCULO HIDRAULICO LINEA DE CONDUCCION 2 - LAHUIA CAPTACION HUAYCCO WASINA

COEFICIENTE C 150



CPR0447.33447.330.03100.071.00.250.060.11010.11013933.303888.540.0044.7644.760.0044.65PVC7.5



CALCULO DE REDES - LAHUIA

TRAMOLONGITUD (M)NUDO INICIALNUDO FINALDIAMETRO (PULG.)MATERIALHazen-WilliamsCCAUDAL (l/s)VELOCIDAD (m/s)

P-299.54J-4PRV-11PVC1500.060.12

P-3219.45PRV-1PRV-21PVC1500.060.12

P-4308.13PRV-2J-81PVC1500.060.12

P-542.38J-4J-51PVC1500.010.02

CALCULO LINEA DE ADUCCION - LAHUIA

TRAMOLONGITUD (M)NUDO INICIALNUDO FINALDIAMETRO (PULG.)MATERIALHazen-WilliamsCCAUDAL (l/s)VELOCIDAD (m/s)

P-628.49R-1J-41PVC1500.150.3


CALCULO EN NUDOS DE REDES - LAHUIA

NUDOELEVACION(m)DEMANDA(L/s)GRADIENTEHIDRAULICAPRESION (mH2O)

J-43,874.140.083,897.8623.67

J-53,871.220.013,897.8626.58

J-83,769.170.063,798.2329.00

TICCLLA:


CALCULO HIDRAULICO LINEA DE CONDUCCION - TICCLLA CAPTACION HUCHUYPUJYO

COEFICIENTE C 150



CPR0207.071207.0710.07208.632.00.040.030.00840.00843803.553760.340.0043.2043.200.0043.19PVC7.5



CALCULO DE REDES -TICCLLA


P-126.76J-6PRV-11PVC1500.010.02

P-225.06PRV-1J-71PVC1500.010.02

P-328.93J-6PRV-21PVC1500.150.3

P-470.29PRV-2J-31PVC1500.150.3

P-517.66PRV-3J-11PVC1500.080.16

P-67.21J-3PRV-31PVC1500.080.16

P-749.56J-3J-51PVC1500.010.02

P-817.32J-1J-21PVC1500.010.02

P-931.56J-1J-41PVC1500.030.06

CALCULO DE LINEA DE ADUCCION -TICCLLA


P-10198.01R-1J-61.5PVC1500.260.23


CALCULO EN NUDOS DE REDES - TICCLLA

NUDOELEVACION (m)DEMANDA(L/s)GRADIENTEHIDRAULICAPRESION (mH2O)

J-13,659.120.043,685.8826.70

J-23,640.500.013,685.8845.29

J-33,698.150.063,710.7512.57

J-43,651.320.033,685.8734.49

J-53,689.410.013,710.7421.29

J-63,716.450.103,759.9243.38

J-73,639.410.013,679.5440.05