9
D0 (m)= 1 r= 0.5 S= 0.001 n= 0.009 porcentaje Y (m) θ A (m2) P (m) RH^2/3 0.05 0.05 51.!" 0.015 0."51 0.102 0.1 0.1 $3.$"0 0.0"1 0."" 0.159 0.15 0.15 91.1" 0.0$" 0.$95 0.205 0.2 0.2 10.20 0.112 0.92$ 0.2"" 0.25 0.25 120.000 0.15" 1.0"$ 0.2$! 0.3 0.3 132.!"" 0.19! 1.159 0.30! 0.35 0.35 1"5.0!5 0.2"5 1.2 0.335 0." 0." 15.92 0.293 1.39 0.35! 0."5 0."5 1!.522 0.3"3 1."$1 0.3$9 0.5 0.5 1!0.000 0.393 1.5$1 0.39$ 0.55 0.55 191."$! 0.""3 1.$1 0."12 0. 0. 203.0$" 0."92 1.$$2 0."2 0.5 0.5 21".915 0.5"0 1.!$5 0."3 0.$ 0.$ 22$.15 0.5!$ 1.9!2 0.""" 0.$5 0.$5 2"0.000 0.32 2.09" 0."50 0.! 0.! 253.$"0 0.$" 2.21" 0."52 0.!5 0.!5 2!.!5" 0.$12 2.3" 0."51 0.9 0.9 2!.20 0.$"5 2."9! 0."" 0.95 0.95 30!.31 0.$$1 2.91 0."35 1 1 30.000 0.$!5 3.1"2 0.39$

Tabla Alcantarillado ejemplo de aplicacion

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calculo de alcantarillado de aguas residuales para fraccionamiento (ejemplo)

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CAUDAL DE LA SECCION CIRCULAR

D0 (m)=1r=0.5S=0.001n=0.009

porcentajeY (m)A (m2)P (m)RH^2/3V (m/s)Q (m3)Q (lt/s)0.050.0551.6840.4510.3920.2500.0150.4510.1020.3580.005265.25903099780.10.173.7400.6440.4800.2500.0410.6440.1590.5590.0228622.8643649050.150.1591.1460.7950.5000.2500.0740.7950.2050.7210.0532353.23458110540.20.2106.2600.9270.4800.2500.1120.9270.2440.8580.0959095.90382240670.250.25120.0001.0470.4330.2500.1541.0470.2780.9770.15002150.01577326870.30.3132.8441.1590.3670.2500.1981.1590.3081.0820.21446214.46474143990.350.35145.0851.2660.2860.2500.2451.2660.3351.1750.28796287.95885718250.40.4156.9261.3690.1960.2500.2931.3690.3581.2580.36905369.05252351850.450.45168.5221.4710.0990.2500.3431.4710.3791.3310.45616456.16285064780.50.5180.0001.5710.0000.2500.3931.5710.3971.3940.54758547.57555090470.550.55191.4781.671-0.0990.2500.4431.6710.4121.4490.64144641.44196671670.60.6203.0741.772-0.1960.2500.4921.7720.4261.4950.73577735.76653712070.650.65214.9151.875-0.2860.2500.5401.8750.4361.5330.82838828.38151840030.70.7227.1561.982-0.3670.2500.5871.9820.4441.5610.91690916.90174424840.750.75240.0002.094-0.4330.2500.6322.0940.4501.5810.99864998.64385263550.80.8253.7402.214-0.4800.2500.6742.2140.4521.5891.070471070.47393369860.850.85268.8542.346-0.5000.2500.7122.3460.4511.5861.128491128.4879665660.90.9286.2602.498-0.4800.2500.7452.4980.4461.5681.167211167.20913558950.950.95308.3162.691-0.3920.2500.7712.6910.4351.5271.176761176.755791250311360.0003.142-0.0000.2500.7853.1420.3971.3941.095151095.15110180941176.7557912503

POBLACION A FUTURO

N de dato por obtener 8N datos conociedos6

NAO (T)POBLACION (P)PTT^2P^21196055645564138416002197065891317843880900319808308249249392040041990822332892163960100520007753387652540000006201075104506036404010000000000000000000000000000000000000000000000000000000000000000000000000000000000000021439471603839123643100

6997.2450643777

93.5014101778

394117745.256345800110511588032854

DOTACION=100LT/PERS/DIAAPORTACION=85LT/PERS/DIADENSIDAD=39PERSONAS KM2M=7.2404379212Qmed =0.0383680556QMIN=0.0191840278QMAX=0.2778015244QMAXINST=0.4167022866

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