PlanillaDatosPeriodo de diseot20aosTension tractiva min0.97119N/mPoblacion InicialPo3200habArea Total proyectoA10.4habMaterial de arena2650Coef. de retornoCr75%F (Constante adimensional tabla 4.7)0.06Indice crecimiento poblacional anuali1.6%Densidad del agua1000D90%-95%1Dotacion Comercial600 - 30001800I/Comercio dia0.001Dotacion Institucional5000 - 1500010,000I/Inst. Pub/diaDotacion Industrial16000 - 1800017000I/inds/diaAncho zanja sin entibamientoCondicion del FlujoSubcriticoVelocidad critica < Velocidad real, el escurrimiento es subcriticoDensidad poblacionalhab/haSupercriticoVelocidad critica > Velocidad real, el escurrimiento es supercriticoCoef. De rugosidad0.01Coef. De puntasegn BabbitPeso especifico agua1000kg/mCama de arenaCama de arena10cmConsiderar una capa de arena (m)0.1Dotacion (tabla 4.1)Dot90L/hab/diaCoef. De infiltarcion0.00005L/s/mCaudal malos empotramiento8%

Poblacion FuturaPfhabAceleracion gravedadg9.81m/s######Tension Tractiva MinTmin0.97119N/mTabla 3.2Tabla 4.8Tabla 4.8Planilla

123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354FilasUbicacin ColectorTramoLongitudArea (ha)PoblacionCoef (m)Cota Terreno (m)Profundidad de Escavacion (m) NB 668Cota soleraPendiente Colector Tuberia (mm)Regimen HidraulicoVcritivaTension TractivaAncho ZanjaVolumens (m)Observaciones

CalleDeACam. Sup.Cam. InfPropiaTribAcumPropiaTribAcumPropiaAcumBabbitMedioQmaxQiQe# ComercioQcomercio# Instituciones P.Qinstituciones P.#IndustriaQIndustrias QdescargaAcum.qInicialFinalInicialFinalMediaInicial Final%Rh (Tubo lleno)V (m/s)Q (l/s)q/Qv/V d/Drh/RHVreal (m/S)d esc (mm)rh real (m) (m/s)Condicion de flujo(N/mAdimensionalEscavacionArena Relleno1LAS ACACIASEG1214.41014.410.3500.351222525.502524.432525.502524.432AGH2363.4513277.860.350.350.73102524.432522.912524.432522.913AIH3.1312801280.3500.352332524.102522.912524.102522.914HAB341214005210.51.051.550212522.912522.512522.912522.515EAB4.34.211001100.2500.256102525.562524.952525.562524.956BEG4.24.11401102500.60.250.852222524.952524.082524.952524.087GAH4.1.14.111001100.500.53332524.402524.082524.402524.088BGH4.141403605000.71.352.054222524.082522.512524.082522.519IAB4.54.411001100.2500.255102524.202524.082524.202524.0810BIH4.441401102500.70.250.953012524.082522.512524.082522.5111HBC45120125613760.54.555.052232522.512522.122522.512522.1212FBC5.35.210801080.2500.251402524.802524.632524.802524.6313CFG5.15.11201102300.50.250.752212524.632523.782524.632523.7814GBC5.1.15.110801080.500.53302524.052523.782524.052523.7815CGH5.151403354750.71.251.952232523.782522.122523.782522.1216IBC5.55.410801080.2500.253122524.062523.932524.062523.9317IDC5.4.15.410801080.2500.252002524.002523.932524.002523.9318CIH5.451402303700.70.51.21212523.932522.122523.932522.1219HCD56120224523650.58.28.76122522.122521.732522.122521.7320FCD6.36.211001100.2500.252332524.622524.412524.622524.4121DFG6.26.11201102300.250.250.54112524.412523.522524.412523.5222GCD6.1.16.111001100.500.53402523.762523.522523.762523.5223DGH6.161403404800.3511.350222523.522521.732523.522521.7324DIH6.4613001300.3500.352132523.912521.732523.912521.7325JDPT6PT12029003020010.410.43222521.732520.682521.732520.68

Tabla 4.8

Tabla 3.2 Incompleta

Tabla 4.7

Tabla 4.1