Post on 24-Feb-2018
7/25/2019 Clculos Canales. Modelo Hidraulica
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CLCULO HIDRULICO DE CANALES
Datos
Q Caudal= 1450 0.06
n Rugosdad= 0.045 0.045! "#nd#nt#= 0.006 0.0$5% An&'o d#l Canal= 60 ( 0.05( )alud= 0.*5 0.04
d + ' Calado 5.10( ,t#-ato/
Cl&ulos
-#a $1*.$*"#-(#t-o 20.51Rad. Hd-ul&o 4.4$
3#lo&dad 4.64
&onstant# &al&ulada 842.37 = 4*.$2 O gual a #st# alo-
&onstant# 842.37&a(%a- -o!oUSCAR O7E)I3O
8$9s
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3= (9sR'= -ado 'd-aul&o
6.1 A= -#a (o!ada
5.1 "= :#-(#t-o (o!ado4.$6 != :#nd#nt#5.44 n= &o#;nt# d# -ugosdad4.24
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# (anng
= 8*
P b d m= + +2 1 2
V C R jn
R j= =.1 2
31
2