ABASTECIMIENTO DE AGUA Y ALCANTARILLADO
29
PROCESO DE COMPENSACION DE CAUDALES N°1 CIRCUITO TRAMO L (Km.) Qo (lt/s) D (pulg) V (m/s) S (m/km.) hfo (m) hfo/Qo Q1 (Lt/s) N1-N2 0.195 18.000 4 2.22 40.14 7.83 0.43 0.30 18.30 N2-N5 0.298 6.000 3 1.32 21.31 6.35 1.06 -0.14 5.86 I N1-N4 0.320 -14.000 4 1.73 -25.20 -8.07 0.58 0.30 -13.70 N4-N5 0.215 -8.005 3 1.76 -36.34 -7.81 0.98 0.30 -7.70 ∑ -1.70 3.05 N2-N3 0.180 8.347 4 1.03 9.67 1.74 0.21 0.44 8.79 N3-N6 0.310 4.975 3 1.09 15.06 4.67 0.94 0.44 5.41 II N2-N5 0.298 -6.000 3 1.32 -21.31 -6.35 1.06 0.14 -5.86 N5.N6 0.190 -4.394 3 0.96 -11.97 -2.27 0.52 0.44 -3.95 -2.21 2.72 PROCESO DE COMPENSACION DE CAUDALES N°2 TRAMO L (Km.) Q1 (lt/s) D (pulg) V (m/s) S (m/km.) hfo (m) hfo/Qo Q2 N1-N2 0.195 18.660 4 2.30 42.91 8.37 0.45 -0.20 18.46 N2-N5 0.298 6.220 3 1.36 22.78 6.79 1.09 0.05 6.27 N1-N4 0.320 -13.340 4 1.65 -23.05 -7.38 0.55 -0.20 -13.54 N4-N5 0.215 -7.350 3 1.61 -31.03 -6.67 0.91 -0.20 -7.55 ∑ 1.11 3.00 N2-N3 0.180 8.780 4 1.08 10.62 1.91 0.22 0.25 9.03 N3-N6 0.310 5.410 3 1.19 17.59 5.45 1.01 0.25 5.66 N2-N5 0.298 -6.220 3 1.36 -22.78 -6.79 1.09 0.05 -6.17 CUADRO : "METODO DE HARDY - CROSS PARA DISTRIBUCION DE CAUDALES DE REDES MATRICES" (ΔQ) (ΔQ)
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DISTRIBUCION DE CAUDALES, SECCIONAMIENTO, METODO DE CROSS CON RESPECTIVAS ITERACIONES
Transcript of ABASTECIMIENTO DE AGUA Y ALCANTARILLADO
Hoja17
&A
Pgina &P
crossCUADRO : "METODO DE HARDY - CROSS PARA DISTRIBUCION DE
CAUDALES DE REDES MATRICES"PROCESO DE COMPENSACION DE CAUDALES
N1PROCESO ITERATIVO 2SEGUNDO TRAMO:TERCER TRAMO:CARTO
TRAMO:RESULTADOS FINALES:CIRCUITOSTRAMOL (Km.)Qo (lt/s)D (pulg)V
(m/s)S (m/km.)hfo (m)hfo/Qo(Q)Q1 (Lt/s)S1 (m/km.)hf1
(m)hf1/Q1(Q1)Q2CIRCUITOSQ1 (Lt/s)D (pulg)V (m/s)S
(m/Km.)hfohfo/QoDELTA QQ2 (Lt/s)CIRCUITOSQ2 (Lt/s)D (pulg)V (m/s)S
(m/Km.)hfohfo/QoDELTA QQ3 (Lt/s)CIRCUITOSQ3 (Lt/s)D (pulg)V (m/s)S
(m/Km.)hfohfo/QoDELTA QQ (Lt/s)CIRCUITOSTRAMOQ3 (Lt/s)D (pulg)V
(m/s)N1-N20.19518.00042.2240.147.830.430.3018.3018.30242.2647.049.170.500.000.0000.00040.000.000.000.000.000.0000.00040.000.000.000.000.000.000AB0.00040.00N2-N50.2986.00031.3221.316.351.06-0.145.865.86040.725.711.700.290.000.0000.00040.000.000.000.000.000.0000.00040.000.000.000.000.000.000BI0.00040.00IN1-N40.320-14.00041.73-25.20-8.070.580.30-13.70I-13.69860.75-3.82-1.220.090.000.000I0.00060.000.000.000.000.000.000I0.00060.000.000.000.000.000.000IIX0.00060.00N4-N50.215-8.00531.76-36.34-7.810.980.30-7.70-7.70340.95-9.47-2.040.260.000.0000.00040.000.000.000.000.000.0000.00040.000.000.000.000.000.000XH0.00040.000.00040.000.000.000.000.000.0000.00040.000.000.000.000.000.0000.00040.000.000.000.000.000.000HA0.00040.00-1.703.057.620.000.000.000.000.00N2-N30.1808.34741.039.671.740.210.448.798.78641.0812.092.180.250.000.0000.00040.000.000.000.000.000.0000.00040.000.000.000.000.000.000BC0.00040.00N3-N60.3104.97531.0915.064.670.940.445.415.41440.674.931.530.280.000.0000.00040.000.000.000.000.000.0000.00040.000.000.000.000.000.000CD0.00040.00IIN2-N50.298-6.00031.32-21.31-6.351.060.14-5.86II-5.86040.72-5.71-1.700.290.000.000II0.00040.000.000.000.000.000.000II0.00040.000.000.000.000.000.000IIDI0.00040.00N5.N60.190-4.39430.96-11.97-2.270.520.44-3.95-3.95540.49-2.76-0.520.130.000.0000.00040.000.000.000.000.000.0000.00040.000.000.000.000.000.000IB0.00040.00-2.212.72PROCESO
DE COMPENSACION DE CAUDALES N2TRAMOL (Km.)Q1 (lt/s)D (pulg)V (m/s)S
(m/km.)hfo
(m)hfo/Qo(Q)Q2N1-N20.19518.66042.3042.918.370.45-0.2018.46N2-N50.2986.22031.3622.786.791.090.056.27N1-N40.320-13.34041.65-23.05-7.380.55-0.20-13.54N4-N50.215-7.35031.61-31.03-6.670.91-0.20-7.551.113.00N2-N30.1808.78041.0810.621.910.220.259.03N3-N60.3105.41031.1917.595.451.010.255.66N2-N50.298-6.22031.36-22.78-6.791.090.05-6.17N5.N60.190-3.96030.87-9.87-1.880.470.25-3.71-1.302.79
Hoja2Areas por Tramo:Aab =2.071(Has.)Abc =2.111(Has.)Acd
=0.525(Has.)Ade =2.190(Has.)Aef =3.016(Has.)Afg =3.577(Has.)Agh
=2.060(Has.)Ahi =5.599(Has.)Aid =5.083(Has.)Abi =1.911(Has.)Aif
=4.307(Has.)Aha =1.496(Has.)S33.946(Has.)qu =22.56Lps.33.946Has.qu
=0.665Lps./Has.Caudales por Tramo:Qab =1.376(Lps.)Qbc
=1.403(Lps.)Qcd =0.349(Lps.)Qde =1.455(Lps.)Qef =2.004(Lps.)Qfg
=2.377(Lps.)Qgh =1.369(Lps.)Qhi =3.721(Lps.)Qid =3.378(Lps.)Qbi
=1.270(Lps.)Qif =2.862(Lps.)Qha =0.994(Lps.)S22.560(Lps.)
Hoja3"DISTRIBUCION DE CAUDALES""DIAMETROS A UTILIZAR EN CADA
TRAMO"2.8242.477AB = 4" = 4"1.8142.347ABC1.837C4.6382.500 = 4"I =
4"II = 4"0.510III2.808H = 4"X = 6"I = 4"D3.362HXID1.519
=6"12.0010.562.7524 = 4"IV = 4"III = 4"IVIII0.7232.500GFE = 4"
=4"G1.119F0.918E2.8812.7011.641
seccionamientoCUADRO N XX METODO DE SECCIONAMIENTO"METODO DE
SECCIONAMIENTO" ( Seccionamiento para la salida de: 2,824
Lt/seg.)TRAMOL. RealQmQiQfQficVSHfCOTA TERRENOCOTA
PIEZOMETRICAPRESION
DISPONIBLE(m)(Lt/seg)(Lt/seg)(Lt/seg)(Lt/seg)Pulg(m/s)(m/km)(m)FINALINICIALinicialfinalinicialFINAL11100.5360.0000.5360.26810.52814.1791.560299.450299.380304.450306.0105.0006.6302920.4480.5360.9840.76011.49997.7478.993299.530299.450306.010315.0026.48015.5523900.4380.9841.4221.20320.5937.8260.704299.490299.530315.002315.70715.51216.17741270.6180.0000.6180.30910.61018.5032.350299.460299.380304.433306.7834.9737.4035860.4190.0000.4190.20910.4138.9890.773299.460299.450306.010306.7836.5507.3336750.3651.0371.4021.22020.6028.0330.602299.490299.460306.783307.3857.2937.9255802.824Q
total =2.824Lt/seg.(aprox. al Q salida : 2,824
Lt/seg.)CPF=CTF+PSfqu=0,0049CPI=CPF+Hfqu=0.004869PSi=CPI-CTI452632,824
1
Hoja5"METODO DE SECCIONAMIENTO" (Seccionamiento para la salida
de: 2,477 Lt/seg.)TRAMOL. RealQmQiQfQficVSHfCOTA TERRENOCOTA
PIEZOMETRICAPRESION
DISPONIBLE(m)(Lt/seg)(Lt/seg)(Lt/seg)(Lt/seg)Pulg(m/s)(m/km)(m)FINALINICIALFINALINICIALFINALINICIAL11090.4680.0000.4680.23430.0510.0600.006299.320299.070314.320314.32615.00015.25621060.4550.0000.4550.22830.0500.0570.006299.320299.380314.320314.32615.00014.9463850.3650.9231.2881.10540.1360.2600.022299.330299.320314.326314.34914.99615.0294860.3690.0000.3690.18530.0400.0380.003299.380299.380314.320314.32414.94014.9445820.3520.3690.7210.54530.1200.2850.023299.330299.380314.325314.34914.99514.96961090.4680.0000.4680.23430.0510.0600.006299.330299.060314.342314.34915.01215.2895772.4773+5+6Q
total =2.477Lt/seg.(aprox. al Q salida : 2,477 Lt/seg.)qu =
0,0043
Hoja6"METODO DE SECCIONAMIENTO" ( Seccionamiento para la
salida de: 2,347 Lt/seg.)TRAMOL. RealQmQiQfQficVSHfCOTA TERRENOCOTA
PIEZOMETRICAPRESION
DISPONIBLE(m)(Lt/seg)(Lt/seg)(Lt/seg)(Lt/seg)Pulg(m/s)(m/km)(m)FINALINICIALFINALINICIALFINALINICIAL1850.3490.0000.3490.17530.0380.0350.003299.060299.070314.060314.06315.00014.9932670.2750.3490.6250.48730.1070.2310.016299.280299.060314.063314.07814.78315.0183850.3490.0000.3490.17530.0380.0350.003299.280299.180314.076314.07814.79614.8984890.3660.9741.3401.15740.1430.2830.025299.440299.280314.078314.10414.63814.8245850.3490.0000.3490.17530.0380.0350.003299.440299.460314.101314.10414.66114.6446750.3081.6891.9971.84340.2270.6700.050299.780299.440314.104314.15414.32414.7147850.3490.0000.3490.17530.0380.0350.003299.780299.820314.151314.15414.37114.3345712.3476+7Q
total =2.347Lt/seg.(aprox. al Q salida : 2,347 Lt/seg.)qu =
0,0041
Hoja7"METODO DE SECCIONAMIENTO" (Seccionamiento para la salida
de: 3,362 Lt/seg.)TRAMOL. RealQmQiQfQficVSHfCOTA TERRENOCOTA
PIEZOMETRICAPRESION
DISPONIBLE(m)(Lt/seg)(Lt/seg)(Lt/seg)(Lt/seg)Pulg(m/s)(m/km)(m)FINALINICIALFINALINICIALFINALINICIAL13080.6700.0000.6700.33530.0730.1160.036299.580299.520314.580314.61615.00015.0962420.0910.6700.7620.71630.1570.4720.020299.530299.580314.616314.63615.08615.05631700.3700.7621.1320.94740.1170.1950.033299.560299.530314.636314.66915.07615.13941320.2870.0000.2870.14430.0310.0240.003299.360299.380314.611314.61515.25115.2355840.1830.2870.4700.37930.0830.1450.012299.460299.360314.615314.62715.15515.26761500.3260.0000.3260.16330.0360.0310.005299.460299.450314.622314.62715.16215.17771360.2960.0000.2960.14830.0320.0250.003299.460299.500314.623314.62715.16315.12781310.2851.0921.3771.23540.1520.3190.042299.560299.460314.627314.66915.06715.2099830.1810.0000.1810.09030.0200.0100.001299.500299.350314.581314.58215.08115.232101650.3590.1810.5400.36030.0790.1320.022299.550299.500314.582314.60415.03215.104111440.3130.5400.8530.69630.1530.4490.065299.560299.550314.604314.66915.04415.11915453.3623+8+11Q
total =3.362Lt/seg.(aprox. al Q salida : 3,362 Lt/seg.)qu =
0.0022
Hoja8"METODO DE SECCIONAMIENTO" (Seccionamiento para la salida
de: 2,808 Lt/seg.)TRAMOL. RealQmQiQfQficVSHfCOTA TERRENOCOTA
PIEZOMETRICAPRESION
DISPONIBLE(m)(Lt/seg)(Lt/seg)(Lt/seg)(Lt/seg)Pulg(m/s)(m/km)(m)FINALINICIALFINALINICIALFINALINICIAL1670.1290.0000.1290.06430.0140.0050.000299.280299.430314.280314.28015.00014.8502820.1580.0000.1580.07930.0170.0080.001299.280299.480314.280314.28015.00014.80031080.2070.2860.4940.39030.0860.1530.017299.040299.280314.280314.29715.24015.0174740.1420.0000.1420.07130.0160.0070.000299.050299.200314.296314.29615.24615.0965730.1400.0000.1400.07030.0150.0060.000299.050299.350314.296314.29615.24614.946680.0150.2820.2980.29030.0640.0890.001299.040299.050314.296314.29715.25615.24771330.2550.7911.0470.91940.1130.1850.025299.440299.040314.297314.32214.85715.28281230.2360.0000.2360.11830.0260.0170.002299.150299.430314.280314.28215.13014.8529840.1610.0000.1610.08130.0180.0080.001299.150299.180314.268314.26915.11815.08910660.1270.3980.5240.46130.1010.2090.014299.050299.150314.269314.28215.21915.13211670.1290.0000.1290.06430.0140.0050.000299.070299.180314.277314.27715.20715.09712950.1820.1290.3110.22030.0480.0530.005299.050299.070314.277314.28215.22715.212131240.2380.0000.2380.11930.0260.0170.002299.050299.280314.280314.28215.23015.002141080.2071.0741.2811.17840.1450.2920.032299.440299.050314.282314.31414.84215.26415280.0540.0000.0540.02730.0060.0010.000299.330299.360314.311314.31114.98114.95116180.0350.0000.0350.01730.0040.0000.000299.330299.330314.311314.31114.98114.98117920.1770.0880.2650.17730.0390.0350.003299.440299.330314.311314.31414.87114.984181120.2150.0000.2150.10830.0240.0140.002299.440299.320314.312314.31414.87214.99414622.8097+14+17+18Q
total =2.809Lt/seg.(aprox. al Q salida : 2.808 Lt/seg.)qu =
0.0019
Hoja9"METODO DE SECCIONAMIENTO" (Seccionamiento para la salida
de: 1,519 Lt/seg.)TRAMOL. RealQmQiQfQficVSHfCOTA TERRENOCOTA
PIEZOMETRICAPRESION
DISPONIBLE(m)(Lt/seg)(Lt/seg)(Lt/seg)(Lt/seg)Pulg(m/s)(m/km)(m)FINALINICIALFINALINICIALFINALINICIAL1860.1040.0000.1040.05230.0110.0040.000299.840299.430314.840314.84015.00015.4102880.1060.1040.2100.15730.0340.0280.003300.050299.840314.840314.84314.79015.0033670.0810.0000.0810.04030.0090.0020.000300.050300.230314.843314.84314.79314.61341210.1460.2910.4370.36430.0800.1350.016299.850300.050314.843314.85914.99314.8095890.1080.0000.1080.05430.0120.0040.000299.460299.180314.841314.84115.38115.6616800.0970.1080.2040.15630.0340.0280.002299.820299.460314.841314.84315.02115.3837640.0770.0000.0770.03930.0080.0020.000299.820299.860314.843314.84315.02314.9838680.0820.2810.3640.32330.0710.1080.007299.850299.820314.852314.85915.00215.0399880.1060.0000.1060.05330.0120.0040.000299.650299.150314.841314.84115.19115.691101220.1470.0000.1470.07430.0160.0070.001299.650299.840314.840314.84115.19015.00111700.0850.0000.0850.04230.0090.0030.000299.650299.460314.841314.84115.19115.38112820.0990.3380.4370.38830.0850.1520.012299.850299.650314.847314.85914.99715.209131210.1460.0000.1460.07330.0160.0070.001300.000300.230314.842314.84314.84214.61314470.0570.0000.0570.02830.0060.0010.000300.000299.860314.843314.84314.84314.98315640.0770.2030.2800.24230.0530.0630.004299.850300.000314.855314.85915.00514.85912571.5184+8+12+15Q
total =1.518Lt/seg.(aprox. al Q salida : 1.519 Lt/seg.)qu =
0.0012
Hoja10"METODO DE SECCIONAMIENTO" ( Seccionamiento para la
salida de: 2.881 Lt/seg.)TRAMOL. RealQmQiQfQficVSHfCOTA TERRENOCOTA
PIEZOMETRICAPRESION
DISPONIBLE(m)(Lt/seg)(Lt/seg)(Lt/seg)(Lt/seg)Pulg(m/s)(m/km)(m)FINALINICIALFINALINICIALFINALINICIAL11490.2800.0000.2800.14030.0310.0230.003299.470299.500314.470314.47315.00014.9732960.1800.0000.1800.09030.0200.0100.001299.470299.100314.472314.47315.00215.37331990.3740.4600.8340.64730.1420.3920.078299.540299.470314.473314.55114.93315.08141650.3100.0000.3100.15530.0340.0280.005299.550299.500314.470314.47514.92014.97551460.2740.3100.5840.44730.0980.1980.029299.540299.550314.523314.55114.98315.00163060.5750.0000.5750.28730.0630.0870.027299.540299.540314.525314.55114.98515.0117550.1030.0000.1030.05230.0110.0040.000299.520299.420314.534314.53415.01415.11481590.2990.1030.4020.25330.0550.0690.011299.500299.520314.534314.54515.03415.02591310.2460.0000.2460.12330.0270.0180.002299.500299.500314.543314.54515.04315.04510870.1630.0000.1630.08230.0180.0080.001299.500299.450314.544314.54515.04415.09511400.0750.8120.8870.84940.1050.1600.006299.540299.500314.545314.55115.00515.05115332.8813+5+6+11Q
total =2.881Lt/seg.(aprox. al Q salida : 2,881 Lt/seg.)qu =
0,00187
Hoja11"METODO DE SECCIONAMIENTO" ( Seccionamiento para la
salida de: 2,701 Lt/seg.)TRAMOL. RealQmQiQfQficVSHfCOTA TERRENOCOTA
PIEZOMETRICAPRESION
DISPONIBLE(m)(Lt/seg)(Lt/seg)(Lt/seg)(Lt/seg)(Pulg)(m/s)(m/km)(m)FINALINICIALFINALINICIALFINALINICIAL11310.3140.0000.3140.15730.0340.0280.004299.570299.900314.570314.57415.00014.6742700.1680.3140.4820.39830.0870.1590.011299.450299.570314.574314.58515.12415.01531300.3120.0000.3120.15630.0340.0280.004299.450299.620314.581314.58515.13114.9654850.2040.0000.2040.10230.0220.0130.001299.450299.480314.584314.58515.13415.10551050.2520.9981.2501.12440.1390.2680.028299.320299.450314.585314.61315.26515.1636680.1630.0000.1630.08230.0180.0080.001299.480299.670314.583314.58415.10314.91471060.2540.1630.4170.29030.0640.0890.009299.200299.480314.584314.59315.38415.1138730.1750.0000.1750.08830.0190.0100.001299.200299.290314.575314.57615.37515.2869840.2020.5930.7940.69330.1520.4450.037299.320299.200314.576314.61315.25615.41310690.1660.0000.1660.08330.0180.0090.001299.290299.350314.575314.57615.28515.22611830.1990.1660.3650.26530.0580.0750.006299.100299.290314.576314.58215.47615.292121220.2930.3650.6570.51130.1120.2530.031299.320299.100314.582314.61315.26215.51311262.7015+9+12Q
total =2.701Lt/seg.(aprox. al Q salida : 2,701 Lt/seg.)qu =
0,0024
Hoja12"METODO DE SECCIONAMIENTO" ( Seccionamiento para la
salida de: 1,641 Lt/seg.)TRAMOL. RealQmQiQfQficVSHfCOTA TERRENOCOTA
PIEZOMETRICAPRESION
DISPONIBLE(m)(Lt/seg)(Lt/seg)(Lt/seg)(Lt/seg)Pulg(m/s)(m/km)(m)FINALINICIALFINALINICIALFINALINICIAL1830.0970.0000.0970.04830.0110.0030.000299.670299.430314.670314.67015.00015.2402850.0990.0970.1960.14630.0320.0250.002299.570299.670314.670314.67215.10015.0023860.1000.1960.2960.24630.0540.0650.006299.950299.570314.672314.67814.72215.10841180.1370.0000.1370.06930.0150.0060.001299.950300.200314.677314.67814.72714.4785850.0990.0000.0990.05030.0110.0030.000299.950299.790314.678314.67814.72814.8886970.1130.5320.6450.58930.1290.3290.032300.180299.950314.678314.71014.49814.7607860.1000.0000.1000.05030.0110.0030.000299.790299.670314.670314.67114.88015.0018840.0980.0000.0980.04930.0110.0030.000299.790299.840314.670314.67114.88014.8319920.1070.1980.3050.25230.0550.0680.006300.120299.790314.671314.67714.55114.88710850.0990.0000.0990.05030.0110.0030.000300.120300.050314.677314.67714.55714.62711690.0800.0000.0800.04030.0090.0020.000300.120300.320314.677314.67714.55714.35712850.0990.4850.5840.53430.1170.2750.023300.180300.120314.677314.70014.49714.58013850.0990.0000.0990.05030.0110.0030.000300.320300.230314.676314.67714.35614.44714770.0900.0990.1890.14430.0320.0240.002300.340300.320314.677314.67914.33714.35915720.0840.0000.0840.04230.0090.0020.000300.340300.400314.678314.67914.33814.2791680.0090.2730.2820.27730.0610.0820.001300.350300.340314.679314.67914.32914.33917720.0840.2820.3660.32430.0710.1090.008300.180300.350314.679314.68714.49914.33718400.0470.0000.0470.02330.0050.0010.000300.180300.320314.710314.71014.53014.39014091.6416+12+17+18Q
total =1.641Lt/seg.(aprox. al Q salida : 1,641 Lt/seg.)qu =
0,00116
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