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过桥雍水计算

来源:意榕旅游网
桩号5+4005+6765+8246+0796+2966+8288+0718+260跨河建筑物前最大壅水高度(m)0.040.400.140.180.040.100.000.07η0.070.070.070.070.070.070.070.07过流平均前平均过水流量流速流速(m/s)(m/s)(m3/s)0.860.469157.73.702.83316.62.662.24316.63.262.85316.61.741.55316.62.660.721.962.370.691.69316.6316.6316.6前过水总阻水断面面积(m2)(m2)12356111.7926.25141.4722.5111.0914203.6922133.83456.01187.08151825.6桩号9+40015+20015+74516+07216+80017+10017+36018+030跨河建筑物前最大壅水高度(m)0.400.010.060.030.100.080.060.12η0.070.070.070.070.070.070.070.07过流平均前平均过水流量流速流速(m/s)(m/s)(m3/s)2.530.851121.050.96376.62.041.8376.61.711.58376.62.261.91376.62.201.92376.61.981.76376.62.432.04376.6前过水总阻水断面面积(m2)(m2)46.252390.9833208.8224237.8818196.6630195.9625214.3624184.9530zm(VV)备注宋家庄桥栾家拦沙坎拦沙坎李家村桥李家村拦沙坎楼子村桥北大于河村漫水桥潍昌路石拱桥2m20备注胶济铁路桥青银高速桥潍高路桥泰祥西街交通桥南庄村拦河坝留饭桥村石拱桥留饭桥村石拱桥2拦河坝

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