梯形断面渠道流量计算

0+000-0+600

渠底宽b11

糙率n0.017

比降i8.21918E-05

水深h边坡m=1/1AХR=A/X C Q

1.62 1.521.756616.84099 1.29188361.3886813.76275衬砌高度

1.92

2+733-3+285

渠底宽b12

糙率n0.017

比降i8.21918E-05

水深h边坡m=1/1AХR=A/X C Q

1.7270.121.0222515.47123 1.35879761.9075313.75353衬砌高度

2.027

3+285-4+600

渠底宽b11

糙率n0.017

比降i0.000182017

水深h边坡m=1/1AХR=A/X C Q

1.4230.115.8554913.86019 1.14395960.15713.76343衬砌高度

1.723

5+077-6+691

渠底宽b11

糙率n0.017

比降i0.000182017

水深h边坡m=1/1AХR=A/X C Q

0.9660.110.7193212.941640.82828157.005157.502841衬砌高度

1.266

6+691-8+550

渠底宽b11

糙率n0.017

比降i0.000130959

水深h边坡m=1/1AХR=A/X C Q

1.0720.111.9069213.154690.90514657.854557.500035衬砌高度

1.372

2+733-4+600渠底宽b11

糙率n0.017

比降i0.000130959

水深h AХR=A/X C Q

1.08511.93513.170.90622657.866057.523703