半图解法调洪计算表.xls

半图解法调洪计算表.xls

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t设计洪水入库流量Q平均入库流量V/t+q/2qZ00.01296.40.00266.532592.81296.475062497.62545.23091.6239092503.22500.43202.02500122643.22573.23275.22570153113.62878.43583.62870183203.23158.43872.03200213113.63158.43830.43140244967.24040.44730.84080275824.05395.66046.45190307448.06636.07492.46900338344.07896.08488.47830368792.08568.09226.48620398904.08848.09454.48825428971.28937.69567.09010278.7458999.28985.29542.29000488008.08503.69045.88420517560.07784.08409.87805546272.06916.07520.86930575202.45737.26328.05780604356.84779.65327.64620633416.03886.44594.03990663012.83214.43818.43130692604.02808.43496.82780722296.02450.03166.82410t校核洪水入库流量Q平均入库流量V/t+q/2qZ001527.90.00266.533055.81527.993062943.62999.73597.6295092950.22946.93594.52946123115.23032.73681.22980153669.63392.44093.63390183775.23722.44426.03780213669.63722.44368.43700245854.24761.95430.347902768646359.16999.463853087787821.08435.478103398349306.09931.49360361036210098.010669.410050辅助曲线01000200030004000500060007000800090001000011000120000100020003000400050006000700080009000100001100012000V/t+q/2系列1391049410428.011047.4104104210573.210533.611171.0104504510606.210589.711310.710700279.248943810022.110632.8100405189109174.09766.891505473928151.08767.88270576131.46761.77259.56580605134.85633.16312.656106340264580.45283.04590663550.83788.44481.437956930693309.93996.333007227062887.53583.82810水库水位Zq266.50267.5178268.5502269.59222701162271.51985272.52609273.53287274.540162754399Z-q曲线280279278277276275274273272271270269268267266265264263262261260010002000300040005000600070008000900010000Zq系列1Z-q曲线280279278277276275274273272271270269268267266265264263262261260010002000300040005000600070008000900010000Zq系列1q=f（V/t+q/2）辅助曲线计算表（P=1%,P=0.5%）水库水位Z总库容V总堰顶以上库容VV/tq266.52000000.00267.5212001200400.0178268.5222002200733.3502269.52300030001000.09222702355535551185.01162271.52500050001666.71985272.52600060002000.02609273.52700070002333.33287274.52800080002666.740162752861286122870.74399辅助曲线01000200030004000500060007000800090001000011000120000100020003000400050006000700080009000100001100012000V/t+q/2系列1Z-q曲线010002000300040005000600070008000900010000265266267268269270271272273274275276277278279280Z系列1Z-q曲线280279278277276275274273272271270269268267266265264263262261260010002000300040005000600070008000900010000Zq系列1Z-q曲线280279278277276275274273272271270269268267266265264263262261260010002000300040005000600070008000900010000Zq系列1Z-q曲线010002000300040005000600070008000900010000265266267268269270271272273274275276277278279280Z系列1q/2V/t+q/2008948925198446114615811766992.526591304.533051643.53977200846752199.55070V/t+q/2q004891789845021461922176611622659198533052609395532874675401650704399辅助曲线12000110001000090008000700060005000400030002000100000100020003000400050006000700080009000100001100012000V/t+q/2q系列1辅助曲线01000200030004000500060007000800090001000011000120000100020003000400050006000700080009000100001100012000V/t+q/2系列1q=f（V/t+q/2）辅助曲线计算表（P=1%,P=0.5%）Z-q曲线010002000300040005000600070008000900010000265266267268269270271272273274275276277278279280Z系列1Z-q曲线010002000300040005000600070008000900010000265266267268269270271272273274275276277278279280Z系列1辅助曲线12000110001000090008000700060005000400030002000100000100020003000400050006000700080009000100001100012000V/t+q/2q系列1