8/19/2019 H02 - Canal Retangular

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AN LISE DE CANAL / SEÇ O RETANVARIAÇÃO 0.4

LARGURA (m) 3.000 ALTURA (m) 1.775 0.4 0.80 1.20 1.60 AREA (m²) 5.325 1.2 2.4 3.6 4.8PERÍMETRO (m) 6.550 3.8 4.6 5.4 6.2

Rh 0.813 0.32 0.52 0.67 0.77I (mm) 0.010 0.0100 0.0100 0.0100 0.0100!"#$. M%&&'& (&) 0.013 0.0130 0.0130 0.0130 0.0130! (Rh16 &) 74.314 63.48 6*.02 71.*0 73.71+ (m,-) 35.680 + (m,-) 10.17 1*.20 26.*8 33.37V (m-) 6.701 V (m-) 8.48 8.00 7.4* 6.*5

# / h 3.67 3.27 2.87 2.47!%% E-#$'% (m) 4.066   4.07 4.07 4.07 4.07P"$&'%# !'% (m) 2.710   2.710 2.710 2.710 2.710V#". !'% (m,-) 5.154#'9'%# !'% (mm) 0.006   menor 

TORRENCIAL

0.000 0.500 1.000 1.500 2.0000.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

8/19/2019 H02 - Canal Retangular

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ULAR

2.00 2.40 2.80 3.20 3.60 4.006 7.2 8.4 *.6 10.8 12

7.0 7.8 8.6 *.4 10.2 11.0

0.86 0.*2 0.*8 1.02 1.06 1.0*0.0100 0.0100 0.0100 0.0100 0.0100 0.01000.0130 0.0130 0.0130 0.0130 0.0130 0.0130

74.*7 75.*0 76.62 77.1* 77.66 78.0538.18 41.14 41.84 3*.54 32.63 13.616.36 5.71 4.*8 4.12 3.02 1.132.07 1.67 1.27 0.87 0.47 0.07

4.07 4.07 4.07 4.07 4.07 4.072.710 2.710 2.710 2.710 2.710 2.710

2.500 3.000 3.500 4.000 4.500

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