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橋前最大壅水高度計(jì)算,,,,,,,,,,,

天然狀態(tài)下橋下通過(guò)的設(shè)計(jì)流量(m3/s),橋下過(guò)水面積(m2),天然狀態(tài)下橋下平均流速(m/s),設(shè)計(jì)流量(m3/s),橋下凈過(guò)水面積(m2),考慮沖刷引入的流速折減系數(shù),橋下平均流速(m/s),定床壅水系數(shù),修正系數(shù),壅水系數(shù)K,橋前最大壅水高度(m)△Z,

425,123,3.455284553,425,120,1,3.541666667,12.64911064,1,12.64911064,0.39006465,大同橋

304,105,2.895238095,304,101,1,3.00990099,10.04987562,1,10.04987562,0.347182358,

189,135,1.4,189,101,1,1.871287129,3.4470789,1,3.4470789,0.271143624,

135,100,1.35,135,90,1,1.5,6,1,6,0.130867347,

189,73,2.589041096,189,70,1,2.7,9.660917831,1,9.660917831,0.289268682,

135,62,2.177419355,135,59.5,1,2.268907563,9.757048734,1,9.757048734,0.202501813,

189,84,2.25,189,60,1,3.15,3.16227766,1,3.16227766,0.784115787,

135,67,2.014925373,135,60,1,2.25,5.855400438,1,5.855400438,0.29951441,

4920,2004.068144,2.45500634,4920,1619.267625,1,3.038410652,4.102716305,1,4.102716305,0.670853388,

4120,1777.771384,2.317508334,4120,1482.821515,1,2.778486795,4.484358567,1,4.484358567,0.537469591,

3290,1507.810679,2.181971548,3290,1302.996951,1,2.524948348,5.044546912,1,5.044546912,0.415496764,

2140,1216.496587,1.759150024,2140,1079.065691,1,1.983197146,5.604175786,1,5.604175786,0.239739239,

4920,1936.266549,2.540972472,4920,1760.355005,1,2.794890796,6.326783222,1,6.326783222,0.437346462,

4120,1692.438832,2.434356813,4120,1561.89052,1,2.63782893,6.917826428,1,6.917826428,0.364261811,

3290,1407.700423,2.337144996,3290,1326.518764,1,2.480175998,8.084585052,1,8.084585052,0.284208739,

2140,1057.313488,2.023997636,2140,1025.85183,1,2.086071242,11.42040512,1,11.42040512,0.148655681,

4920,1719.833633,2.860741821,4920,1644.714258,1,2.991401075,9.358349092,1,9.358349092,0.365088594,

4120,1495.121211,2.755629423,4120,1450.604362,1,2.840195514,11.41674434,1,11.41674434,0.275642752,

3290,1286.908007,2.556515293,3290,1261.461407,1,2.608086131,14.08160307,1,14.08160307,0.191353772,

2140,1047.05067,2.043836139,2140,1034.796513,1,2.068039439,18.37874043,1,18.37874043,0.093319889,

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