4
2.1 CALCULO HIDRÁULICO DE LA RED AGUA POTABLE 1.- NOMBRE DEL PROYECTO AGUA POTABLE Y LETRINAS CAMISH 2.- NUMERO DEL EXPEDIENTE 3.- ORGANISMO GESTOR ASOCIACIÓN PARA EL DESARROLLO INTEGRAL ALTERNATIVO REGIONAL (ADIAR - SAN MARCOS) A.- N° FAMILIAS EN LA ACTUALIDAD 92 01 ADICIONALES POR CE., ADEMÁS DE 24 FAMILIAS EN LA PARTE ALTA B.- POBLACION ACTUAL 552 Habitantes C.- TASA DE CRECIMIENTO (%) 1.18 D.- PERIODO DE DISEÑO (AÑOS) 20 E.- POBLACION FUTURA 682 Habitantes Pf = Po * ( 1+ r*t/100 ) F.- DOTACION (LT/HAB/DIA) 50 LT/HAB/DIA G.- CONSUMO PROMEDIO ANUAL (LT/SEG) Q = Pob.* Dot./86,400 0.395 L/Seg H.- CONSUMO MAXIMO DIARIO (LT/SEG) Qmd = 1.30 * Q 0.513 L/Seg I.- CAUDAL DE LA FUENTE (LT/SEG) "EL CHORRO" 2.00 L/Seg J.- VOLUMEN DEL RESERVORIO (M3) V = 0.25 * Qmd *86400/1000 11.087 M3 DIM. INTER. L L H VOLUMEN A UTILIZAR : NETO 3.00 3.00 1.25 11.30 Borde Libre 0.25 TOTAL 3.00 3.00 1.50 13.50 K.- CONSUMO MAXIMO HORARIO (LT/SEG) Qmh = 1.30 * Qmd = 2.60 Q 1.027 L/Seg LINEA DE CONDUCCION ELEMENTO NIVEL DINAMICO LONGITUD (KM) CAUDAL DEL TRAMO PENDIENTE S DIAMETRO (") DIAM.COMERCIAL VELOCIDAD FLUJO Hf H PIEZOM. PRESION COTA PIEZO.SALIDA CAPTACIÓN 3639.30 3639.30 3639.30 RESERV. 3635.85 0.3851 2.5000 8.96 2.64 4.00 0.31 0.45 3638.85 3.00 3635.85 NOTA: Debido a la disponibilidad de agua y con fines de un futuro uso del remanente para riego, la línea de conducción se diseñará con el caudal de la fuente incrementado en 25%; la partición de caudales se realizará en la Caseta de Válvulas del Reservorio TUBERÍAS LÍNEA DE CONDUCCIÓN Ø 4" 385.10 Ml TOTAL 385.10 Ml RED DE DISTRIBUCION ELEMENTO NIVEL DINAMICO LONGITUD (KM) CAUDAL TRAMO PENDIENTE S DIAMETRO (") DIAM.COMERCIAL VELOCIDAD FLUJO Hf H PIEZOM. PRESION COTA PIEZO.SALIDA RESERV 3635.85 3635.85 3635.85 A 3634.00 0.0200 1.0266 92.50 1.16 3.00 0.23 0.02 3635.83 1.83 3635.83 B 3624.00 0.0357 .3615 331.42 0.60 1.50 0.32 0.14 3635.69 11.69 3635.69 C 3600.00 0.0582 .3470 613.28 0.52 1.50 0.30 0.21 3635.48 35.48 3635.48 CRP7 Nº1 3585.40 0.0323 .3181 1550.55 0.42 1.50 0.28 0.10 3635.38 49.98 3585.20 E 3572.00 0.0310 .3181 425.81 0.55 1.50 0.28 0.10 3585.10 13.10 3585.10 F 3570.00 0.0141 .3036 1071.26 0.44 1.50 0.27 0.04 3585.07 15.07 3585.07 CRP7 Nº2 3544.00 0.0918 .2892 447.33 0.52 1.50 0.25 0.24 3584.83 40.83 3543.80 G 3536.00 0.0194 .2892 402.06 0.53 1.50 0.25 0.05 3543.75 7.75 3543.75 H 3524.00 0.0349 .2747 565.90 0.49 1.50 0.24 0.08 3543.67 19.67 3543.67 HA 3523.00 0.0125 .2603 1653.47 0.38 1.50 0.23 0.03 3543.64 20.64 3543.64 P10 3508.50 0.1297 .2458 270.95 0.54 1.50 0.22 0.25 3543.39 34.89 3543.39 CRP7 Nº3 3500.00 0.0348 .2313 1246.97 0.39 1.50 0.20 0.06 3543.34 43.34 3499.80 I 3492.00 0.0327 .2313 238.53 0.54 1.50 0.20 0.06 3499.74 7.74 3499.74 P11 3463.10 0.1546 .1735 237.03 0.49 1.00 0.34 1.11 3498.63 35.53 3498.63 CRP7 Nº4 3462.00 0.1546 .1590 236.93 0.47 1.00 0.31 0.95 3497.68 35.68 3461.80 K 3450.00 0.0393 .1590 300.25 0.45 1.00 0.31 0.24 3461.56 11.56 3461.56 L 3451.00 0.1729 .1446 61.07 0.60 1.00 0.29 0.89 3460.67 9.67 3460.67 N 3446.00 0.0657 .1012 223.27 0.40 1.00 0.20 0.17 3460.49 14.49 3460.49 P22 3435.00 0.1850 .0868 137.81 0.42 1.00 0.17 0.37 3460.12 25.12 3460.12 O 3435.00 0.0860 .0723 292.14 0.34 1.00 0.14 0.12 3460.00 25.00 3460.00 P25 3431.70 0.0678 .0434 417.43 0.26 0.75 0.15 0.15 3459.85 28.15 3459.85 P35 3419.20 0.2524 .0289 161.05 0.27 0.75 0.10 0.27 3459.58 40.38 3459.58 P36 3418.60 0.2795 .0145 146.62 0.21 0.75 0.05 0.08 3459.50 40.90 3459.50 O 3435.00 3460.00 25.00 3460.00 P24 3427.50 0.0645 .0289 503.90 0.21 0.75 0.10 0.07 3459.93 32.43 3459.93 P23 3413.00 0.0871 .0145 538.84 0.16 0.75 0.05 0.03 3459.91 46.91 3459.91 N 3446.00 3460.49 14.49 3460.49 P18 3445.10 0.0866 .0145 177.76 0.20 0.75 0.05 0.03 3460.47 15.37 3460.47 L 3451.00 3460.67 9.67 3460.67 M 3436.00 0.0742 .0434 332.47 0.27 0.75 0.15 0.17 3460.50 24.50 3460.50 P20 3424.80 0.0375 .0289 952.05 0.19 0.75 0.10 0.04 3460.46 35.66 3460.46 P21 3411.40 0.0476 .0145 1030.72 0.14 0.75 0.05 0.01 3460.45 49.05 3460.45 M 3436.00 3460.50 24.50 3460.50 P19 3434.60 0.0364 .0145 711.59 0.15 0.75 0.05 0.01 3460.49 25.89 3460.49 K 3450.00 3461.56 11.56 3461.56 P12 3437.90 0.1156 .0145 204.66 0.20 0.75 0.05 0.03 3461.52 23.62 3461.52 I 3492.00 3499.74 7.74 3499.74 J 3491.60 0.1783 .0578 45.68 0.45 1.00 0.11 0.17 3499.58 7.98 3499.58 P17 3491.60 0.1036 .0145 76.99 0.24 0.75 0.05 0.03 3499.55 7.95 3499.55 HA 3523.00 3543.64 20.64 3543.64 P9 3520.40 0.0949 .0145 244.91 0.19 0.75 0.05 0.03 3543.61 23.21 3543.61 J 3491.60 3499.58 7.98 3499.58 P15 3484.00 0.0323 .0434 482.22 0.25 0.75 0.15 0.07 3499.50 15.50 3499.50 P16 3475.60 0.0386 .0145 619.25 0.16 0.75 0.05 0.01 3499.49 23.89 3499.49 P15 3484.00 3499.50 15.50 3499.50 P14 3481.00 0.0617 .0145 299.89 0.18 0.75 0.05 0.02 3499.48 18.48 3499.48 H 3524.00 3543.67 19.67 3543.67

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Hoja de calculo para el diseño de redes de distribución de agua potable en zonas rurales.

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ClculoH 2.1 CALCULO HIDRULICO DE LA RED AGUA POTABLE1.- NOMBRE DEL PROYECTOAGUA POTABLE Y LETRINAS CAMISH2.- NUMERO DEL EXPEDIENTE3.- ORGANISMO GESTORASOCIACIN PARA EL DESARROLLO INTEGRAL ALTERNATIVO REGIONAL (ADIAR - SAN MARCOS)A.- N FAMILIAS EN LA ACTUALIDAD9201 ADICIONALES POR CE., ADEMS DE 24 FAMILIAS EN LA PARTE ALTAB.- POBLACION ACTUAL552HabitantesC.- TASA DE CRECIMIENTO (%)1.18D.- PERIODO DE DISEO (AOS)20E.- POBLACION FUTURA682HabitantesPf = Po * ( 1+ r*t/100 )F.- DOTACION (LT/HAB/DIA)50LT/HAB/DIAG.- CONSUMO PROMEDIO ANUAL (LT/SEG)Q = Pob.* Dot./86,4000.395L/SegH.- CONSUMO MAXIMO DIARIO (LT/SEG)Qmd = 1.30 * Q0.513L/SegI.- CAUDAL DE LA FUENTE (LT/SEG)"EL CHORRO"2.00L/SegJ.- VOLUMEN DEL RESERVORIO (M3)V = 0.25 * Qmd *86400/100011.087M3DIM. INTER.LLHVOLUMENA UTILIZAR :NETO3.003.001.2511.30Borde Libre0.25TOTAL3.003.001.5013.50K.- CONSUMO MAXIMO HORARIO (LT/SEG)Qmh = 1.30 * Qmd = 2.60 Q1.027L/SegLINEA DE CONDUCCIONELEMENTONIVEL DINAMICOLONGITUD (KM)CAUDAL DEL TRAMOPENDIENTE SDIAMETRO (")DIAM.COMERCIALVELOCIDAD FLUJOHfH PIEZOM.PRESIONCOTA PIEZO.SALIDACAPTACIN3639.303639.303639.30RESERV.3635.850.38512.50008.962.644.000.310.453638.853.003635.85NOTA: Debido a la disponibilidad de agua y con fines de un futuro uso del remanente para riego, la lnea de conduccin se disear con elcaudal de la fuente incrementado en 25%; la particin de caudales se realizar en la Caseta de Vlvulas del ReservorioTUBERAS LNEA DE CONDUCCIN 4"385.10MlTOTAL385.10MlRED DE DISTRIBUCIONELEMENTONIVEL DINAMICOLONGITUD (KM)CAUDAL TRAMOPENDIENTE SDIAMETRO (")DIAM.COMERCIALVELOCIDAD FLUJOHfH PIEZOM.PRESIONCOTA PIEZO.SALIDARESERV3635.853635.853635.85A3634.000.02001.026692.501.163.000.230.023635.831.833635.83B3624.000.0357.3615331.420.601.500.320.143635.6911.693635.69C3600.000.0582.3470613.280.521.500.300.213635.4835.483635.48CRP7 N13585.400.0323.31811550.550.421.500.280.103635.3849.983585.20E3572.000.0310.3181425.810.551.500.280.103585.1013.103585.10F3570.000.0141.30361071.260.441.500.270.043585.0715.073585.07CRP7 N23544.000.0918.2892447.330.521.500.250.243584.8340.833543.80G3536.000.0194.2892402.060.531.500.250.053543.757.753543.75H3524.000.0349.2747565.900.491.500.240.083543.6719.673543.67HA3523.000.0125.26031653.470.381.500.230.033543.6420.643543.64P103508.500.1297.2458270.950.541.500.220.253543.3934.893543.39CRP7 N33500.000.0348.23131246.970.391.500.200.063543.3443.343499.80I3492.000.0327.2313238.530.541.500.200.063499.747.743499.74P113463.100.1546.1735237.030.491.000.341.113498.6335.533498.63CRP7 N43462.000.1546.1590236.930.471.000.310.953497.6835.683461.80K3450.000.0393.1590300.250.451.000.310.243461.5611.563461.56L3451.000.1729.144661.070.601.000.290.893460.679.673460.67N3446.000.0657.1012223.270.401.000.200.173460.4914.493460.49P223435.000.1850.0868137.810.421.000.170.373460.1225.123460.12O3435.000.0860.0723292.140.341.000.140.123460.0025.003460.00P253431.700.0678.0434417.430.260.750.150.153459.8528.153459.85P353419.200.2524.0289161.050.270.750.100.273459.5840.383459.58P363418.600.2795.0145146.620.210.750.050.083459.5040.903459.50O3435.003460.0025.003460.00P243427.500.0645.0289503.900.210.750.100.073459.9332.433459.93P233413.000.0871.0145538.840.160.750.050.033459.9146.913459.91N3446.003460.4914.493460.49P183445.100.0866.0145177.760.200.750.050.033460.4715.373460.47L3451.003460.679.673460.67M3436.000.0742.0434332.470.270.750.150.173460.5024.503460.50P203424.800.0375.0289952.050.190.750.100.043460.4635.663460.46P213411.400.0476.01451030.720.140.750.050.013460.4549.053460.45M3436.003460.5024.503460.50P193434.600.0364.0145711.590.150.750.050.013460.4925.893460.49K3450.003461.5611.563461.56P123437.900.1156.0145204.660.200.750.050.033461.5223.623461.52I3492.003499.747.743499.74J3491.600.1783.057845.680.451.000.110.173499.587.983499.58P173491.600.1036.014576.990.240.750.050.033499.557.953499.55HA3523.003543.6420.643543.64P93520.400.0949.0145244.910.190.750.050.033543.6123.213543.61J3491.603499.587.983499.58P153484.000.0323.0434482.220.250.750.150.073499.5015.503499.50P163475.600.0386.0145619.250.160.750.050.013499.4923.893499.49P153484.003499.5015.503499.50P143481.000.0617.0145299.890.180.750.050.023499.4818.483499.48H3524.003543.6719.673543.67P83484.400.1291.0145459.090.170.750.050.043543.6359.233543.63G3536.003543.757.753543.75P73529.300.0949.0145152.270.210.750.050.033543.7214.423543.72ELEMENTONIVEL DINAMICOLONGITUD (KM)CAUDAL TRAMOPENDIENTE SDIAMETRO (")DIAM.COMERCIALVELOCIDAD FLUJOHfH PIEZOM.PRESIONCOTA PIEZO.SALIDAF3570.003585.0715.073585.07P63569.600.0119.01451299.580.130.750.050.003585.0615.463585.06E3572.003585.1013.103585.10P43564.500.1389.0145148.340.210.750.050.043585.0620.563585.06C3600.003635.4835.483635.48D3597.500.0255.02891489.520.170.750.100.033635.4637.963635.46P33590.800.1403.0145318.290.180.750.050.043635.4144.613635.41D3597.503635.4637.963635.46P53584.700.0107.01454743.520.100.750.050.003635.4550.753635.45B3624.003635.6911.693635.69P13621.800.0537.0145258.710.190.750.050.023635.6813.883635.68A3634.003635.831.833635.83P3633.690.1406.665115.251.432.500.210.143635.692.003635.69Q3633.130.2499.650610.231.542.500.210.243635.452.323635.45R3632.540.2657.636210.941.502.500.200.243635.212.663635.21R13631.880.3000.520511.101.392.500.160.193635.023.143635.02VControl 33631.210.3000.520512.681.352.500.160.193634.833.613634.83R23630.550.3000.520514.261.322.500.160.193634.644.093634.64X (P54)3629.780.3456.520514.051.322.000.260.653633.994.213633.9913629.700.0451.448295.020.842.000.220.063633.924.223633.9223629.900.0465.433886.470.852.000.210.063633.863.963633.8633629.500.0112.4193389.160.622.000.210.013633.844.343633.84P56A3628.000.0899.404865.010.882.000.200.113633.745.743633.74P573622.900.0619.3470175.090.681.500.300.223633.5110.613633.51P 583621.500.1428.332584.140.771.500.290.483633.0411.543633.04P 593612.300.2584.318180.260.771.500.280.793632.2419.943632.2443605.000.0954.3036285.590.581.500.270.273631.9826.983631.98CRP7 N83594.000.0842.2892451.020.521.500.250.223631.7637.763593.8053588.000.0504.2892115.080.691.500.250.133593.675.673593.67P613584.800.0266.2603333.470.531.500.230.063593.618.813593.6163582.600.0670.2458164.390.601.500.220.133593.4910.893593.49P623562.700.1824.2169168.780.571.500.190.283593.2130.513593.2183556.000.0655.2024568.100.431.500.180.093593.1237.123593.12CRP7 N93544.000.1374.1880357.520.461.500.160.163592.9648.963543.80P493538.500.1138.188046.570.701.500.160.133543.675.173543.67P483529.800.0716.1735193.690.511.500.150.073543.6013.803543.6093512.000.0865.1590365.270.431.500.140.073543.5231.523543.52P473503.000.0438.0868925.170.281.000.170.093543.4340.433543.43P453494.000.0892.0723554.200.291.000.140.133543.3149.313543.31CRP7 N103494.000.0892.0578552.780.271.000.110.083543.2249.223493.80113484.000.0883.0578110.990.381.000.110.083493.729.723493.72P423480.000.0312.0434439.630.251.000.090.023493.7013.703493.70P383472.800.1925.0289108.570.291.000.060.053493.6520.853493.65P373444.600.1506.0145325.690.180.750.050.043493.6049.003493.60113484.003493.729.723493.72P433476.700.0649.0145262.200.190.750.050.023493.7017.003493.7093512.003543.5231.523543.52P443499.800.0206.01452122.460.120.750.050.013543.5243.723543.5293512.003543.5231.523543.52103511.000.0776.0578419.110.291.000.110.073543.4532.453543.45P413507.700.0957.0434373.560.261.000.090.053543.4035.703543.40P403510.900.0649.0289500.710.210.750.100.073543.3332.433543.33P393494.800.1587.0145305.780.180.750.050.053543.2848.483543.28103511.003543.4532.453543.45P463504.600.0377.01451030.480.140.750.050.013543.4438.843543.4483556.003593.1237.123593.12P633541.900.1085.0145472.100.160.750.050.033593.0951.193593.0963582.603593.4910.893593.4973567.000.1373.0289192.910.260.750.100.153593.3426.343593.34P653566.000.0402.0145680.100.150.750.050.013593.3327.333593.3373567.003593.3426.343593.34P643564.300.0389.0145746.530.150.750.050.013593.3329.033593.3353588.003593.675.673593.67P663585.200.2739.028930.920.380.750.100.293593.388.183593.38P673579.700.1415.014596.670.230.750.050.043593.3413.643593.3443605.003631.9826.983631.98P603602.000.0468.0145640.510.150.750.050.013631.9629.963631.9633629.503633.844.343633.84P553627.800.0139.0145434.850.170.750.050.003633.846.043633.8423629.903633.863.963633.86P563632.000.0152.0145122.270.220.750.050.003633.851.853633.8513629.703633.924.223633.92P533627.700.0127.0145489.840.160.750.050.003633.926.223633.92X3629.780.000.000.000.003633.994.213633.99Y3628.000.0124.0434482.690.251.000.090.013633.985.983633.98P513609.400.0867.0289283.490.240.750.100.093633.8924.493633.89Z3580.900.2450.0145216.270.190.750.050.073633.8152.913633.81XA3628.003633.985.983633.98P523627.200.0212.0145319.740.180.750.050.013633.976.773633.97R3632.543635.212.663635.21CRP7 N53590.000.0697.1157648.590.341.500.100.033635.1745.173589.80CRP7 N63550.000.0862.1157461.720.361.500.100.043589.7639.763549.80S3543.500.0312.1157201.920.431.500.100.013549.796.293549.79P283538.700.0215.1012515.590.341.500.090.013549.7811.083549.78T3528.000.2230.086897.660.451.500.080.063549.7221.723549.72CRP7 N73500.000.0757.0578656.740.261.000.110.073549.6449.643499.80V3488.000.0324.0578364.200.291.000.110.033499.7711.773499.77ELEMENTONIVEL DINAMICOLONGITUD (KM)CAUDAL TRAMOPENDIENTE SDIAMETRO (")DIAM.COMERCIALVELOCIDAD FLUJOHfH PIEZOM.PRESIONCOTA PIEZO.SALIDAW3469.000.0752.0434409.170.260.750.150.173499.6030.603499.60P333470.900.0465.0289617.210.200.750.100.053499.5528.653499.55P343457.000.0601.0145708.000.150.750.050.023499.5342.533499.53W3469.003499.6030.603499.60P323464.400.0505.0145697.030.150.750.050.013499.5935.193499.59V3488.003499.7711.773499.77P293477.400.3087.014572.460.240.750.050.093499.6822.283499.68T3528.000.000.003549.7221.723549.72U3526.000.1549.0289153.100.271.000.060.043549.6723.673549.67P313523.600.1410.0145185.220.200.750.050.043549.6326.033549.63U3526.000.000.003549.6723.673549.67P303518.700.0368.0145841.710.150.750.050.013549.6630.963549.66S3543.500.000.003549.796.293549.79P273526.800.2252.0145102.070.230.750.050.073549.7222.923549.72Q3633.130.000.003635.452.323635.45P263592.500.0947.0145453.550.170.750.050.033635.4242.923635.42P3633.693635.692.003635.69P23621.800.0100.01451389.120.130.750.050.003635.6913.893635.6911.3496OBSERVACIONES:0.5132833333333334Lts/seg.DISTRIBUCIN DE CAUDALES POR PILETAPROYECTO: AGUA POTABLE CHUQUIAMOTUBERAS RED DE DISTRIBUCINMANANATIAL: "El Chorro" 3/4"4.8132MlQMH(L/SEG.)1.027 1"1.8647MlN de Piletas71.00 1.5"2.4026Mlqu0.0145 2"0.5383Ml 2.5"1.5562Ml 3"0.0200MlTOTAL11.1950Ml

AnexoCOTAS TUBERA A ESCUELA3634.003629.780.0022190140.600.313633.69P249.900.553633.13Q265.700.593632.544R300.000.673631.88R1300.000.673631.21VC300.000.673630.55R2345.600.773629.781901.804.224.22