Diseño Del Canal
-
Upload
nicoll-alexis-coila-ticona -
Category
Documents
-
view
245 -
download
0
description
Transcript of Diseño Del Canal
Hoja1DISEO DE UN CANALpara una seccion trapezoidal de mxima eficiencia hidrulicael rea ser:el permetro mojado ser:el radio hidrulico ser:para un canal rectangular z=0, tenemos
el rea ser:el permetro mojado ser:el radio hidrulico ser:sabemos que:reemplazando tenemos:entoces para:Q =0.28m3/sS =0.001m/m=0.10%n =0.014z =0
y =0.419m
obtenemos las caractersticas hidrulicas del canal
QSnAVRPyF(m3/s)(m/m)-(m2)(m/s)(m)(m)(m)-0.280.0010.0140.350.7970.211.680.4190.393las caratersticas geomtricas del canal
bThFbze(m)(m)(m)(m)(m)0.8380.8380.5030.0840.0000.150
A =0.35m2P =1.68mR =0.21mm =2b =0.838mT =0.838mV =0.797m/sbl =0.084mh =0.503md =0.419q =0.3340215677F =0.393E =0.452yc =0.225Vc =1.485Ac =0.189Tc =0.838dc =0.225F =1.000E >=0.3542correcto
Hoja2
Hoja3