coeficiente de maning modificado
DESCRIPTION
Coeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoCoeficiente de Maning ModificadoTRANSCRIPT
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