Hoja1TIRANTEANGULO(Q)RELACIONES HIDRAULICAS(Grados)RADIOSAREASVELOCIDADCAUDAL(H/D)Rr/RcAr/AcVr/VcQr/Qc0.0122.9570.02650.00170.08900.00030.0232.5200.05280.00480.14080.00130.0339.8970.07890.00880.18390.00280.0446.1480.10470.01340.22210.00490.0551.6840.13020.01870.25690.00760.0656.7150.15550.02450.28920.01070.0761.3670.18050.03080.31940.01440.0865.7200.20530.03750.34800.01850.0969.8300.22980.04460.37520.02320.1073.7400.25410.05210.40120.02830.1177.4790.27810.05990.42600.03391.0) . Q(Grados)= 2 x Arcos (1-2x H/D)0.1281.0720.30180.06800.45000.03990.1384.5370.32530.07640.47300.04642.0) . Rr/ Rc = (1- 180 x SenQ/(3.1415 x Q))0.1487.8910.34850.08510.49530.05330.1591.1460.37150.09410.51680.06063.0). Ar/Ac = 0.002778 x Q - 0.159155 x Sen Q0.1694.3130.39420.10330.53760.06830.1797.4000.41660.11270.55780.07644.0) . Vr/Vc = (4)^(2/3) x (0.25-14.3239 x Sen Q/Q)0.18100.4160.43880.12240.57750.08490.19103.3680.46070.13230.59650.09385.0) . Qr/Qc = (Vr/Vc)^(2/3) x (Ar/Ac)0.20106.2600.48240.14240.61510.10300.21109.0990.50370.15270.63310.11260.22111.8880.52480.16310.65070.12250.23114.6330.54570.17380.66780.13280.24117.3350.56620.18460.68440.14330.25120.0000.58650.19550.70070.15420.26122.6290.60650.20660.71650.16550.27125.2260.62620.21790.73200.17700.28127.7920.64570.22920.74710.18870.29130.3310.66490.24070.76180.20080.30132.8440.68380.25230.77610.21310.31135.3330.70240.26410.79020.22570.32137.8000.72070.27590.80380.23850.33140.2460.73870.28780.81720.25160.34142.6740.75650.29980.83020.26490.35145.0850.77400.31200.84300.27840.36147.4800.79110.32410.85540.29210.37149.8600.80800.33640.86750.30600.38152.2270.82460.34870.87940.32010.39154.5820.84090.36110.89090.33440.40156.9260.85690.37360.90220.34880.41159.2600.87260.38610.91320.36340.42161.5860.88800.39860.92390.37810.43163.9040.90310.41120.93430.39300.44166.2160.91790.42380.94450.40800.45168.5220.93230.43650.95440.42310.46170.8230.94650.44920.96400.43830.47173.1200.96040.46190.97340.45360.48175.4150.97390.47460.98250.46900.49177.7080.98710.48730.99140.48450.50180.0001.00000.50001.00000.50000.51182.2921.01260.51281.00840.51560.52184.5851.02480.52551.01650.53130.53186.8801.03670.53821.02430.54690.54189.1771.04830.55091.03190.56260.55191.4781.05950.56361.03930.57830.56193.7841.07040.57631.04640.59400.57196.0961.08100.58891.05330.60960.58198.4141.09120.60151.05990.62530.59200.7401.10110.61401.06630.64090.60203.0741.11060.62651.07240.65640.61205.4181.11970.63901.07830.67190.62207.7731.12850.65141.08390.68730.63210.1401.13690.66371.08930.70260.64212.5201.14490.67591.09440.71790.65214.9151.15260.68811.09930.73300.66217.3261.15990.70021.10390.74790.67219.7541.16670.71231.10830.76280.68222.2001.17320.72421.11240.77750.69224.6671.17930.73601.11620.79200.70227.1561.18490.74771.11980.80630.71229.6691.19020.75931.12310.82040.72232.2081.19500.77081.12610.83440.73234.7741.19940.78221.12880.84800.74237.3711.20330.79351.13130.86150.75240.0001.20670.80461.13350.87460.76242.6651.20970.81551.13530.88750.77245.3671.21230.82631.13690.90010.78248.1121.21430.83691.13820.91240.79250.9011.21580.84741.13910.92430.80253.7401.21680.85771.13970.93580.81256.6321.21720.86781.14000.94700.82259.5841.21710.87771.13990.95770.83262.6001.21640.88731.13950.96800.84265.6871.21500.89681.13870.97790.85268.8541.21310.90601.13740.98720.86272.1091.21040.91501.13580.99600.87275.4631.20710.92371.13371.00420.88278.9281.20290.93211.13111.01190.89282.5211.19800.94021.12801.01880.90286.2601.19210.94801.12431.02500.91290.1701.18530.95551.12001.03050.92294.2801.17750.96261.11511.03510.93298.6331.16840.96931.10931.03870.94303.2851.15790.97561.10271.04130.95308.3161.14580.98141.09501.04260.96313.8521.13160.98671.08591.04240.97320.1031.11480.99131.07511.04040.98327.4801.09410.99531.06181.03590.99337.0431.06630.99841.04371.02731.00360.0001.00001.00011.00001.00011.0) . Q(Grados)= 2 x Arcos (1-2x H/D)2.0) . Rr/ Rc = (1- 180 x SenQ/(3.1415 x Q))3.0). Ar/Ac = 0.002778 x Q - 0.159155 x Sen Q4.0) . Vr/Vc = (4)^(2/3) x (0.25-14.3239 x Sen Q/Q)5.0) . Qr/Qc = (Vr/Vc)^(2/3) x (Ar/Ac)

DIS RED COLECTORADISEO DE RED COLECTORESDISEO DEL SISTEMA DE TRATAMIENTO DE AGUAS RESIDUALES(Lagunas Primarias Facultativa, en Paralelo)3.0 PREDICCION DE LA CALIDAD DEL AFLUENTE EN LA LAGUNA DE ESTABILIZACIONConsideraciones :PROYECTO :CONSTRUCCION DEL SISTEMA DE AGUA POTABLE E INSTALACION DE ALCANTARILLADO EN LA LOCALIDAD DE OCROS-HUAMANGA-AYACUCHOProyecto :CONSTRUCCION DEL SISTEMA DE AGUA POTABLE E INSTALACION DE ALCANTARILLADO EN LA LOCALIDAD DE OCROS-HUAMANGA-AYACUCHO* Temperatura de diseo (T)10CLocalidad : OcrosDistrito : Ocros* Periodo de retencin (PR)134.43dasUBICACIN:Provincia : HuamangaDpto : Ayacucho* Ancho de cada Laguna (W)21mtsDPTO.AYACUCHOFECHA :Feb-12* Longitud de cada alguna (L)40.0mtsPROV.HUAMANGA1.0 PARAMETROS DE DISEO A CONSIDERAR* Profundidad de la Laguna (Z)2.50mtsDIST.OCROS* Decrecimiento del coliforme fecal,para laguna primaria(Kb)0.091/dasLUGAROCROS1.01 Poblacin futura o de diseo (Pf)156Hab.Kb= 0.477 x 1.18^(T-20)1.02 Caudal de diseo de aguas residuales (Qd = 2.994 Lts/Seg)46.59m3/Da* Parmetro adimensional "a" / a = (1+4xPRxKb)^0.57.07Qdis = 0.80 Qmh + Q inf.3.01 Eficiencia en la remocin de carga organica (EDBO)95.45%5.2CALCULO DE LOS CAUDALES DE DISEO:1.03 Temperatura ambiental media del mes ms fro (T)10CEDBO(%)=( 1 - 1 / (1+Kft x PR)) x 1001.04 Carga Organica Percapita (COP)20Gr DBO/Hab./da* Constante de reaccin por DBO para la temp. de diseo (K ft)0.1561/daPoblacin Actual(28 viviendas densidad de 5 hab/viv)126.000hab1.05 Carga Organica Total para cada laguna(COT)3.1248Kg DBO/daK ft = Kf 35c/1.085^(35-T)Incremento Poblacional ( r )1.2%COT= COPxPf/1000* Constante de reaccin por DBO a la temp. de 35C (Kf35c)1.21/daPeriodo de Diseo ( t )20aos1.06 Carga Superficial (CS)153.478Kg DBO /Ha/daPoblacin FuturaPf = Pa x (1 + r x t/100)156habCS=250 x 1.05^(T-20)3.02 Eficiencia en la remocin de Patgenos o Coliforme Fecales (ECF)1.07 Area media mnima requerida para cada laguna(A)0.0204Ha.* Factor de Dispersin adimensional (d)4.3843,792.47a)Calculo del Caudal para la poblacin de mayor dotacin;1.08 Periodo de Retencin Mnima sin lodos (PRm)10dasd =1.158 x PR (W+2Z)^(0.489) x W^1.511Dotacin poblacional (Dp)50lts/Hab./da1.09 Tasa de acumulacin de lodos (TAL)120Lts/Hab/ao(T+42.5)^0.734 x (L x Z)^1.489Qp =Dp x Pf / 864000.090lts/seg1.10 Periodo de Limpieza (PL)2Aos1.11 Nmero de Lagunas primarias, en paralelo (N)3Unids.b)Caudal mximo diario (Qmd)1.12 Profundidad asumida para cada laguna (Z)1.5mtsVariacin de consumo (K1)130%1.13 Relacin Largo Ancho (L/W)2.50Qmd =K1 x Qp0.118lts/seg2.0 DISEO Y DIMENSION DE LAS LAGUNASc)Calculo del caudal mximo horario (Qmh)Variacin de consumo (K2)250%NQdisAVcVLPRDimensin / LagunasQmh =K2 x Qp0.226lts/segLaguna(m3/seg)(m2)(m3)(m3)(das)Largo(m)Ancho(m)2010.52115.5367.87101.8012.505.75135d)Calculo del caudal de Desage (Qd)50215.5367.87101.8012.505.75135d1Caudal de contribucin de alcantarillado (Qa)1960.52315.5367.87101.8012.505.75135Qa =80% x Qmh0.1808lts/segd2Caudal de Infiltracin Subterrnea (Qinf)0.3459lts/segDimensionamiento de acuerdo al rea real para la planta de tratamiento* Longitud total de la red (Lt)1000.10metrosProfundidad asumida para cada laguna Z2.5mts* Nmeros de buzones de la red (Nb)26BuzonesNQdisAVcVLPRDimensin / Lagunasa) Caudal de Infiltracin de la red (Qinf. Red)0.23150lts/segLaguna(m3/seg)(m2)(m3)(m3)(das)Largo(m)Ancho(m)(20,000Lts/Km.Colector/da) x (Lt) /86,400115.53840.002,100.0012.50134.434021b) Caudal de Infiltracin de Buzones (Qinf.buzones)0.11435lts/seg215.53840.002,100.0012.50134.434021(380Lts/buzon/da) x (Nb)/86,400315.53840.002,100.0012.50134.434021Qinf = Qinf. Red+ Qinf. Buzonesd4Caudal de diseo de aguas residuales (Qd)Frmulas consideradas :Qd = Qa + Qinf.=0.527lts/seg1) Vc =A x Zd5Caudal en marcha o caudal unitario (Qu)2) VL =Pf x TAL x PL / (1000)Qu =Qd / (Lt)=0.00054lts/seg/mld6Coeficiente de rugosidad3) PR =(Vc-VL)/Qdis.* Para tuberas de UPVC Proyectada (n1)=0.010Donde :Vc. =Volumen clculado para cada laguna en m3A =Area media minina requerida para cada lagunaZ =Profundidad asumida para cada laguna (2.5 mts)PL =Periodo de limpieza (2 Aos.)TAL =Tasa de acumulacin de lodos (120 Lts/Hab/ao)e)Dotaciones Especiales (De)ItemInstitucionesCantidadDotacinGasto Totallit/dalit/dalit/seg1Consejo1800.00800.000.000932Escuela15000.005000.000.005793Colegio15000.005000.000.00579TOTAL10800.0000.013Total Caudal de Diseo0.539

CAL. HID. feb 2012CALCULO HIDRAULICO DE COLECTORES Y EMISOR3660.59003657.16003659.19003655.7600PROYECTO:CONSTRUCCION DEL SISTEMA DE AGUA POTABLE E INSTALACION DE ALCANTARILLADO EN LA LOCALIDAD DE OCROS-HUAMANGA-AYACUCHOTRAMOBUZONCALLELONGITUD DEL TRAMO (mts)GASTO (Lts/Seg)EMPALMECOTAS DEL TERRENOLIMITE MINIMO DE PROFUNDIDAD DEL COLECTORCOTAS DEL COLECTORDESNIVELPENDIENTE (%)DIAMETRO (Pulgada)BUZON AGUAS ABAJOCAUDAL A SECCION LLENA (Lts/Seg)VELOCIDAD A SECCION LLENA (Mts/Seg)RELACION Q/Q0RELACION V/V0VELOCIDAD REAL (Mts/Seg)RELACION H/D0TIRANTE REAL (mts)OBSERVACIONESAGUAS ARRIBAAGUAS ABAJOAGUAS ARRIBAEN EL TRAMOAGUAS ABAJOAGUAS ARRIBAAGUAS ABAJOAGUAS ARRIBAAGUAS ABAJOAGUAS ARRIBAAGUAS ABAJOCOTA COLECTORPROFUNDIDAD1BP-01BP-0241.260.0000.0220.0223660.593657.161.201.203659.393655.963.438.31%6'3655.961.2052.013.660.00040.0890.330.0270.004TRAMO 1mal2BP-09BP-0258.270.0000.0310.0313161.003163.021.207.003159.803156.023.786.49%6'3156.027.0045.943.240.00070.0890.290.0100.002mal3BP-02BP-0319.760.0540.0110.0643163.023162.627.007.203156.023155.420.603.04%6'3155.427.2031.462.220.00200.1410.310.0200.003mal4BP-03BP-0457.910.0640.0310.0963162.623160.327.206.203155.423154.121.302.24%6'3154.126.2027.031.900.00350.1840.350.0300.005mal5BP-04BP-0546.650.0960.0250.1213160.323158.246.204.803154.123153.440.681.46%6'3153.444.8021.781.530.00550.2220.340.0400.006mal6BP-05BP-0621.440.1210.0120.1323158.243157.094.804.003153.443153.090.351.64%6'3153.094.0023.081.630.00570.2220.360.0400.006mal7BP-06BP-0740.470.1320.0220.1543157.093155.474.003.503153.093151.971.122.77%6'3151.973.5030.012.110.00510.2220.470.0400.006ok8BP-07BP-0848.620.1540.0260.1803155.473154.843.504.503151.973150.341.633.35%6'3150.344.5033.022.330.00550.2220.520.0400.006ok9BP-08BE-1166.230.1800.0360.2163154.843151.094.503.003150.343148.092.253.39%6'3148.093.0033.232.340.00650.2220.520.0400.006ok10BE-11BE-1234.710.3810.0190.3993151.093149.753.004.003148.093145.752.346.74%6'3145.754.0046.823.300.00850.2570.850.0500.008ok11BE-12BE-1461.110.3990.0330.4323149.753146.514.003.003145.753143.512.243.67%6'3143.513.0034.552.430.01250.2890.700.0600.009ok12BE-14BE-1550.070.5090.0270.5363146.513144.123.0010.203143.513133.929.5919.15%6'3133.9210.2078.955.560.00680.2221.230.0400.006ok13BE-15BE-1666.334.1260.0364.1623144.123134.9210.201.203133.923133.720.200.30%8'3133.721.2021.440.850.19410.7470.630.2800.056ok14BE-16BP-2356.214.1620.0304.1923134.923133.371.201.203133.723132.171.552.76%8'3132.171.2064.532.560.06500.5171.320.1500.030ok15BP-23BE-1756.214.1920.0304.2223133.373130.581.201.203132.173129.382.794.96%8'3129.381.2086.493.430.04880.4731.620.1300.026ok16BP-09BP-1023.620.0000.0130.0133157.453156.321.203.003156.253153.322.9312.40%4'3153.323.0021.543.410.00060.0890.300.0100.001TRAMO 2mal17BP-10BP-1149.770.0130.0270.0403156.323145.063.002.003153.323143.0610.2620.62%8'3143.062.00176.406.990.00020.0000.000.0000.000018BP-11BP-1221.830.0400.0120.0513145.063139.792.002.003143.063137.795.2724.13%8'3137.792.00190.857.560.00030.0000.000.0000.000019BP-12BP-1339.370.0510.0210.0733139.793133.222.003.503137.793129.728.0720.49%8'3129.723.50175.886.970.00040.0890.620.0100.002ok20BP-13BP-1550.160.2130.0270.2403133.223126.293.501.203129.723125.094.639.23%8'3125.091.20118.034.680.00200.1410.660.0200.004ok21BP-15BE-3956.900.2400.0310.2703126.293124.231.201.203125.093123.032.073.63%8'3123.031.2074.012.930.00370.1840.540.0300.006ok22BE-39BP-2443.121.1710.0231.1943124.233125.061.203.203123.033121.861.172.71%8'3121.863.2063.942.530.01870.3480.880.0800.016ok23BP-24BE-3843.121.1940.0231.2183125.063127.593.207.003121.863120.591.272.95%8'3120.597.0066.732.640.01820.3190.840.0700.014ok24BP-10BE-2465.990.0130.0360.0483156.323153.563.003.003153.323150.562.764.18%8'3150.563.0079.413.150.00060.0890.280.0100.002TRAMO 3mal25BE-24BE-2514.900.0480.0080.0563153.563152.433.002.503150.563149.930.634.24%8'3149.932.5079.963.170.00070.0890.280.0100.002mal26BE-25BE-2656.710.0560.0310.0873152.433147.522.501.203149.933146.323.616.37%8'3146.321.2098.023.880.00090.0890.350.0100.002mal27BE-26BP-1449.320.0870.0270.1143147.523138.851.201.203146.323137.658.6717.59%8'3137.651.20162.936.450.00070.0890.570.0100.002ok28BP-14BP-1349.320.1140.0270.1403138.853133.221.203.503137.653129.727.9316.07%8'3129.723.50155.746.170.00090.0890.550.0100.002ok29BE-26BE-2743.370.1400.0230.1633147.523146.501.201.203146.323145.301.022.36%8'3145.301.2059.652.360.00270.1410.330.0200.004mal30BE-27BE-2856.100.1630.0300.1943146.503144.461.204.003145.303140.464.848.62%8'3140.464.00114.064.520.00170.1410.640.0200.004ok31BE-28BE-2950.560.8450.0270.8723144.463144.264.004.803140.463139.461.001.99%8'3139.464.8054.772.170.01590.3190.690.0700.014ok32BE-29BE-3048.740.8720.0260.8993144.263144.114.805.203139.463138.910.551.13%8'3138.915.2041.241.630.02180.3480.570.0800.016ok33BE-30BE-3249.762.1400.0272.1673144.113144.905.206.803138.913138.100.811.62%8'3138.106.8049.511.960.04380.4500.880.1200.024ok34BE-32BE-3358.672.1950.0322.2263144.903138.006.802.003138.103136.002.103.58%8'3136.002.0073.472.910.03030.4011.170.1000.020ok35BE-33BP-2535.772.2260.0192.2453138.003132.952.001.203136.003131.754.2611.90%8'3131.751.20134.035.310.01680.3191.700.0700.014ok36BP-25BE-3435.772.2450.0192.2653132.953129.251.204.003131.753125.256.5018.17%8'3125.254.00165.626.560.01370.2891.900.0600.012ok37BP-07BP-2651.560.1540.0280.1823152.623149.513.502.003149.123147.511.603.11%8'3147.512.0068.532.710.00270.1410.380.0200.004TRAMO 4mal38BP-26BE-2351.560.1820.0280.2103149.513146.872.002.003147.513144.872.645.13%8'3144.872.0088.003.490.00240.1410.490.0200.004ok39BE-23BP-2747.130.6160.0250.6423146.873144.982.002.003144.873142.981.894.01%8'3142.982.0077.803.080.00820.2570.790.0500.010ok40BP-27BE-2247.130.6420.0250.6673144.983143.932.002.203142.983141.731.242.64%8'3141.732.2063.152.500.01060.2570.640.0500.010ok41BP-22BE-2121.181.2100.0111.2223143.933144.152.203.003141.733141.150.582.74%8'3141.153.0064.292.550.01900.3480.890.0800.016ok42BE-21BE-2038.201.2220.0211.2423144.153144.753.007.503141.153137.253.9110.23%8'3137.257.50124.264.920.01000.2571.260.0500.010ok43BE-20BP-2854.413.4660.0293.4953144.753141.997.506.003137.253135.991.262.31%8'3135.996.0059.012.340.05920.4951.160.1400.028ok44BP-28BE-1954.413.4950.0293.5243141.993139.006.005.003135.993134.001.993.66%8'3134.005.0074.282.940.04740.4731.390.1300.026ok45BE-19BE-1831.143.5240.0173.5413139.003131.405.002.803134.003128.605.4117.36%8'3128.602.80161.886.410.02190.3482.230.0800.016ok46BP-01BP-0163.650.0000.0340.0343150.213147.722.001.503148.213146.221.993.13%4'3146.221.5010.821.710.00320.1840.320.0300.003TRAMO 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