水位库容及隧洞泄流曲线
表
关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf
水库水位下泄流量库容GiqV总数据输入区(m)(m3/s)(万m3)①②③106.5266.43300.00107.0313.44000.00107.5354.35500.00108.0390.97000.00108.5424.48500.00109.0455.410000.00109.5484.412000.00110.0511.814000.00110.5537.815000.00111.0562.616000.00111.5586.417000.00112.0609.218000.00112.5631.218500.00113.0652.519000.00113.5673.119500.00114.0693.021000.00114.5712.422000.00115.0712.423000.00115.5749.824000.00116.0767.826000.00116.5785.327000.00117.0802.528000.00117.5819.329000.00118.0835.830000.00118.5852.031000.00119.0867.932500.00119.5883.434000.00120.0898.835000.00120.5913.836000.00121.0928.637500.00121.5943.238000.00122.0957.640000.00122.5971.742000.00123.0985.644000.00123.5999.446000.00124.01013.048000.00124.51026.350000.00水库
设计
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情况下隧洞下泄流量计算表时段序号时段长dt(h)来水流量Q(m3/s)平均流量Qp(m3/s)来水量Qp*dt(万m3)调洪下泄流量q(m3/s)下泄平均流量qp(m3/s)下泄水量qp*dt(万m3)余亏水量dV(万m3)总库容V总(万m3)水库水位（m)0003300.00106.500数据输入区13705352.50380.70281.74140.87152.14228.563528.56106.663自动计算区23945825.00891.00316.08298.91322.82568.184096.74107.0323316451295.001398.60344.46330.27356.691041.915138.65107.3804327452195.002370.60393.40368.93398.441972.167110.80108.0375340453395.003666.60460.01426.70460.843205.7610316.56109.0796348454445.004800.60527.03493.52533.004267.6014584.16110.2927339454395.004746.60639.75583.39630.064116.5418700.70112.7018326453295.003558.60703.40671.58725.302833.3021534.00114.2679311451895.002046.60712.45707.92764.561282.0422816.04114.908103745945.001020.60714.91713.68770.77249.8323065.86115.033113645695.00750.60714.12714.51771.68-21.0823044.79115.022
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