Seccin

Seccinrea mojada

APermetro mojado

PRadio hidrulico

RH = A/PAncho superficialTProfundidad hidrulica

D = A/TFactor de seccin

ZProfundidad centroidal

Ecuacin de diseo de canales revestidosPendiente crtica limite

Rectangular

By

Trapecial

Triangular

N.D.

Circular( sen )d02

d0

d0

Parablica

Rectangular con esquinas redondeadas

B + 2r

N.D.N.D.

Triangular con fondo

redondeado

N.D.N.D.

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