PENDIENTEESTPV+-COTAA0+0001.1371000+0101.42599.7120.2880+0201.72699.4110.3010+0302.03399.1040.3070+0402.32598.8120.292TRAMODISTANCIINCLINADADESNIVELPENDIENTEPENDIENTE PROMEDIO0-10100.288-2.883.4210-20.100.301-3.0120-30100.307-3.0730-40100.292-2.92

TIEMPO PONDERADON DE VECESTRAMA 0 - 10 mTRAMA 10 - 20 mTRAMA 20 - 30 mTRAMA 30 - 40 mPROMEDIOPROMEDIO PONDERADO13.793.883.423.333.613.6023.643.533.853.273.5733.563.753.573.453.5843.663.513.793.543.6353.653.643.623.453.5963.643.593.643.553.6173.653.553.653.543.6083.553.643.623.353.5493.73.583.653.553.62103.653.653.683.53.62TIEMPOPROMEDIO3.60

CALCULOS MEDIDAS TOMADAS DEL CANAL

TRAMO 0-00TIRANTE (Y)0.140AREA MOJADA (A)A=((T+B)/2)Y0.097797947BASE (B)0.64PERIMETRO MOJADO (P)P=B+2Y(1+Z^2)^0.50.9435054838ESPEJO DE AGUA (T)0.7571135291TALUD (Z)Z=(T-B)/2Y0.4183TRAMO 010-020TIRANTE (Y)0.135AREA MOJADA (A)A=((T+B)/2)Y0.094022836BASE (B)0.64PERIMETRO MOJADO (P)P=B+2Y(1+Z^2)^0.50.9326660022ESPEJO DE AGUA (T)0.752930903TALUD (Z)Z=(T-B)/2Y0.4183TRAMO 020-030TIRANTE (Y)0.120AREA MOJADA (A)A=((T+B)/2)Y0.0828229815BASE (B)0.64PERIMETRO MOJADO (P)P=B+2Y(1+Z^2)^0.50.9001475575ESPEJO DE AGUA (T)0.7403830249TALUD (Z)Z=(T-B)/2Y0.4183TRAMO 030-040TIRANTE (Y)0.135AREA MOJADA (A)A=((T+B)/2)Y0.094022836BASE (B)0.64PERIMETRO MOJADO (P)P=B+2Y(1+Z^2)^0.50.9326660022ESPEJO DE AGUA (T)0.752930903TALUD (Z)Z=(T-B)/2Y0.4183

CALCULOS PREOMEDIADOS

AREA MOJADA (A)0.0921666501PERIMETRO MOJADO (P)0.9272462614

COEFICIENTE DE MANINGDESPEJANDO nVELOCIDAD PROMEDIO2.02024.954.347826087RADIO HIDRAULICAPROMEDIO0.0994PENDIENTE PROMEDIO3.4200COEFICIENTE DE MANINIG0.0196