阿青坝址调节计算尾水位3733水头#REF!水位高程（m)测量面积（mm2)实际面积（km2)平均面积（km2)分层库容(亿m3)总库容天然流量3740149.50020.370.370.010.013.4913745208.3613250.520.450.020.043.0223750296.65301250.740.630.030.073.6633755362.87177810.910.820.040.116.6143760384.94470.960.930.050.169.253765533.701.331.150.060.219.5363770756.831.891.610.080.2915.773775924.172.312.100.110.4028.683780979.9562.452.380.120.5214937851431.463.583.010.150.677.491037902108.715.274.430.220.895.011137952616.646.545.910.301.194.321238002785.95586.966.750.341.529.2538053392.528.487.720.391.91假设10月到次年6月为供水期的供水期调节流量调节库容14710000038104302.3810.769.620.482.3917.12621256000038154984.7712.4611.610.582.97538205212.23213.0312.750.643.61假设10月到次年6月为供水期的供水期调节流量12.6869.441阿青水电站水能设计指标计算表β1供水期蓄水期N（使用）保证出力β水库淤积量万m3（假设全淤）577.2650.0823323852.85.67611.753.4919.5128.5315976.815976.830%注：对应水位低于死水位0.0926239334.45.89811.5913.0229.5128.5315976.80.1291548166.1211.4333.6639.5128.5315976.80.1132070297.66.34211.2746.6149.5128.5315976.80.1234985779.26.56411.1169.259.5128.5315976.80.1337901260.86.75711.6829.5369.5128.5315976.80.1440816742.46.94211.49715.778.6325.89145040.15437322247.12711.31228.688.6325.89145040.1646647705.67.33711.8541498.6325.89145040.1749563187.27.49611.6327.49108.6325.89145040.1852478668.87.65411.415.01119.5128.5315976.8兴利库容(万m3)8746消落深度10死水位37950.1955394150.47.81311.1884.32129.5128.5315976.8正常蓄水位（初估）3805平均水头700.2583096327.97110.966天然流量流量达到1/3时段保证发电量平均出力015485.86667电量0年利用小时数平均水位38000.2161225113.68.1310.74410.16.263.4920000145920005258.413558.18598无弃水，经过分析有效电量系数取1.0年利用小时数67790.2264140595.28.28910.5228.775.413.0220000145920004544.40.2367056076.88.44710.310.66.563.6620000145920005510.40.2469971558.48.60610.07819.211.86.61200001459200099120.25728870408.7649.85626.716.59.22000014592000138600.2675802521.68.9239.63427.717.19.532000014592000143640.2778718003.29.0819.41245.628.115.72000014592000200000.2881633484.89.2359.18883.251.328.62000014592000200000.2984548966.49.3748.9140.825.2142000014592000200000.3874644489.5138.63321.813.47.49200001459200011256年总