水库兴利调度计算表
2021-01-21
来源:意榕旅游网
天然来水时段(月)(1)丰水期67891011枯水期1212345合计平均流量(m3/s)(2)10.00005.00004.00000.10000.10000.10000.10000.10000.10000.10000.10000.100019.90001.6583水量(m3)(3)2.59E+071.34E+071.07E+072.59E+052.68E+052.59E+052.68E+052.68E+052.42E+052.68E+052.59E+052.68E+055.24E+07各部门综合用水流量(m3/s)(4)3.00003.00003.00001.20001.20001.19901.19861.19851.19851.19851.19851.198519.79011.6492水量(m3)(5)7.78E+068.04E+068.04E+063.11E+063.21E+063.11E+063.21E+063.21E+062.90E+063.21E+063.11E+063.21E+065.21E+07多余或不足水量水量(m3)(6)1.81E+075.36E+062.68E+062.85E+062.95E+062.85E+062.94E+062.94E+062.66E+062.94E+062.85E+062.94E+062.62E+072.59E+07水量(m3)(7)流量(m3/s)(8)0.10000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.1000弃水说明:K20用来检验枯水期末丰水期初兴利库容是否真正放空一般要使得K20为一相对很小的正数弃水时段末水出库总库兴利库流量备注容蓄水量水量(m3)(m3/s)3(m)(9)(11)(12)(10)259200.000.000.000.000.000.000.000.000.000.000.000.002.59E+051.79E+072.32E+072.59E+072.31E+072.01E+071.73E+071.43E+071.14E+078.73E+065.79E+062.94E+060.00E+003.10003.00003.00001.20001.20001.19901.19861.19851.19851.19851.19851.1985为一相对很小的正数1.25E+02