Cálculo de Vazão em Canal Prismático
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y (m) S1 (m²) P1 (m) Rh1 Q1 (m³/s) S2 (m²) P2 Rh2 0 0 20 0 0 0 0 0.5 10.5 22.23607 0.472206 4.374216 0 0 1 22 24.47214 0.898982 14.07818 0 0 1.5 34.5 26.7082 1.291738 28.11202 0 0 2 48 28.94427 1.658359 46.20089 0 0 2.5 62.5 31.18034 2.004468 68.26051 0 0 3 78 33.41641 2.334183 94.29194 0 0 3.5 94 33.42 2.812687 128.6764 2.75 6.118034 0.449491 4 110 33.42 3.291442 167.2144 6 7.236068 0.82918 4.5 126 33.42 3.770197 209.6863 9.75 8.354102 1.167091 5 142 33.42 4.248953 255.9173 14 9.472136 1.478019
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Planilha para Cáluclo de vazão em canal hidráulic0 - Hidráulica Básica
Transcript of Cálculo de Vazão em Canal Prismático
y (m) S1 (m²) P1 (m) Rh1 Q1 (m³/s) S2 (m²) P2 Rh2 Q2 (m³/s)0 0 20 0 0 0 0 0
0.5 10.5 22.23607 0.472206 4.374216 0 0 01 22 24.47214 0.898982 14.07818 0 0 0
1.5 34.5 26.7082 1.291738 28.11202 0 0 02 48 28.94427 1.658359 46.20089 0 0 0
2.5 62.5 31.18034 2.004468 68.26051 0 0 03 78 33.41641 2.334183 94.29194 0 0 0
3.5 94 33.42 2.812687 128.6764 2.75 6.118034 0.449491 1.1085874 110 33.42 3.291442 167.2144 6 7.236068 0.82918 3.638092
4.5 126 33.42 3.770197 209.6863 9.75 8.354102 1.167091 7.4250255 142 33.42 4.248953 255.9173 14 9.472136 1.478019 12.47972
Q = Q1+2Q20
4.374216154414.07818346728.11202344946.20089404268.26051113894.291938909130.89356329174.4905491
224.53632992280.87676128
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