过流计算(明渠)

填写计算ARQ6.763526.763520.901008226.099953A填写计算姜桐村堤防

ARQ6.702656.702650.914403326.09992A姜桐村堤防

填写计算ARQ6.71214676.71214670.912463326.099885A姜桐村堤防

填写计算ARQ6.72988036.72988030.9088626.100007A姜桐村堤防

填写计算ARQ6.76713826.76713820.901369726.100003A胡江村位置1堤防

填写计算13.26398b3m0h2.256312RQ0.90100826.09995315b3.5m0h1.915045R0.914403Q26.0999203b4m0h1.678037RQ0.91246326.09988466b4.2m0h1.602352R0.908865Q26.1000065b4.5m0h1.503808R0.90137Q26.10000306b5.1m0h2.60078R1.28757Q60.6993胡江村位置1堤防

ARQ13.263981.287569960.69939Ab13.2m0h1.1802RQ胡江村位置1堤防

填写计算ARQ15.73115.7311.004913460.700001Ab10m0h1.861.00491360.70000068RQ胡江村位置2堤防

填写计算ARQ18.151618.15161.3578357.700573Ab9m0h2.031.357857.70057337RQ胡江村位置2堤防

填写计算ARQ18.27339318.2733931.39910757.7Ab12m0h1.741.39910757.69999971RQ双溪村位置1堤防

填写计算ARQ20.93307320.9330731.351493563.90082Ab15m0h1.481.35149363.90081972RQ双溪村位置1堤防

填写计算ARQ22.21048822.2104881.236567863.900001Ab18.9m0h1.261.23656863.90000095RQ填写置2堤防

双溪村位置2堤防

计算ARQ23.83227523.8322751.112517563.900001Ab14m0h1.551.11251763.90000109RQ孙家坞村位置1堤防

填写计算ARQ21.6738221.673821.267752163.399987Ab16.5m0h1.801.26775263.39998706RQ软石塘自然村位置1堤防

填写计算ARQ29.70707929.7070791.477901110.81.477901110.7999988ni0.0350.0209284ni0.0350.0209284ni0.0350.0209284ni0.0350.0209284ni0.0350.0209284ni0.0350.0183145五年一遇流量26.1

3姜桐村堤防3.5姜桐村堤防4姜桐村堤防4.2姜桐村堤防4.5姜桐村堤防5.1胡江村位置1堤防13.2胡江村位置1堤防10胡江村位置2堤防12双溪村位置1堤防15双溪村位置1堤防18.9

双溪村位置2堤防14孙家坞村位置1堤防16.5软石塘自然村位置1堤防b地段3姜桐村堤防3.5姜桐村堤防4姜桐村堤防4.2姜桐村堤防4.5姜桐村堤防5.1胡江村位置1堤防13.2胡江村位置1堤防10胡江村位置2堤防9胡江村位置2堤防12双溪村位置1堤防15双溪村位置1堤防18.9双溪村位置2堤防14孙家坞村位置1堤防16.5

软石塘自然村位置1堤防

十年一遇流量

ni0.0350.0183145ni0.0350.0078052ni0.0350.0078052ni0.0350.0076395ni0.0350.0076395ni0.0350.007639560.7

五年一遇流量57.7

五年一遇流量57.7

五年一遇流量63.9

五年一遇流量63.9

五年一遇

ni0.0350.0076395ni0.0350.0101228流量63.9

五年一遇流量63.4

十年一遇流量110.8

流速3.8558432813.39651623.888455613.8782274423.8568745334.5762577563.8792611343.0952726283.0526248352.8770192592.6812379492.9251874613.729750759安全加高A0.30.30.30.30.30.30.30.30.30.30.30.30.30.3V允许0.7-1.1设计水深2.261.921.681.601.502.601.18022561.861.741.481.261.551.80波浪爬高R00000000000000冲刷深度1.200331.026010.8110.855990.800161.557910.633370.839070.7720.627580.503090.665330.93497风壅水面高e00000000000000安全超高Y0.300.300.300.300.300.300.300.30.30.30.30.30.30.3序号12345河 流龙泉溪龙泉溪龙泉溪龙泉溪龙泉溪断 面姜桐村（村尾）胡江村（村尾）双溪村（村头）双溪村软石塘自然村（村尾）孙家坞村（村尾）集雨面积（km2）3.4710.1221.3131.2320.32b33.4.24.55.113.2109121518.91416.5地段设计水深h姜桐村堤防2.3姜桐村堤防1.9姜桐村堤防1.68姜桐村堤防1.60姜桐村堤防1.50胡江村位置1堤防2.60胡江村位置1堤防1.19胡江村位置2堤防1.86胡江村位置2堤防双溪村位置1堤防1.74双溪村位置1堤防1.48双溪村位置2堤防1.26孙家坞村位置1堤防1.55软石塘自然村位置1堤1.80基础埋深hB1.21.00.900.90.81.60.61.040.800.700.571.001.00安全超高Y0.30.30.30.30.300.300.300.300.300.300.300.300.30.3堤高取值3.83.22.882.82.604.462.123.202.842.482.132.853.105%39.28798134.197.2各频率设计洪水(m3/s)10%32.772.581.1110.880.520%26.157.763.987.163.4备注555105