利用图解法调洪演算

1、时段设计洪水平均Q q 水库水位Z 000.042#NAME?#NAME?#NAME?2 4.892.487#NAME?#NAME?#NAME?3 5.75.295#NAME?#NAME?#NAME?46.085.89#NAME?#NAME?#NAME?56.286.18#NAME?#NAME?#NAME?6 6.396.335#NAME?#NAME?#NAME?7 6.426.405#NAME?#NAME?#NAME?8 5.045.73#NAME?#NAME?#NAME?9 4.814.925#NAME?#NAME?#NAME?10 4.74.755#NAME?#NAME?#NAME?11

2、 4.644.67#NAME?#NAME?#NAME?12 4.64.62#NAME?#NAME?#NAME?13 4.654.625#NAME?#NAME?#NAME?148.376.51#NAME?#NAME?#NAME?1598.685#NAME?#NAME?#NAME?169.299.145#NAME?#NAME?#NAME?179.459.37#NAME?#NAME?#NAME?189.539.49#NAME?#NAME?#NAME?199.579.55#NAME?#NAME?#NAME?209.599.58#NAME?#NAME?#NAME?219.599.59#NAME?#NAM

3、E?#NAME?229.599.59#NAME?#NAME?#NAME?239.599.59#NAME?#NAME?#NAME?249.599.59#NAME?#NAME?#NAME?259.59.545#NAME?#NAME?#NAME?26 4.627.06#NAME?#NAME?#NAME?278.526.57#NAME?#NAME?#NAME?28 4.926.72#NAME?#NAME?#NAME?29 5.095.005#NAME?#NAME?#NAME?308.396.74#NAME?#NAME?#NAME?319.749.065#NAME?#NAME?#NAME?3213.81

4、1.77#NAME?#NAME?#NAME?3314.113.95#NAME?#NAME?#NAME?3421.417.75#NAME?#NAME?#NAME?3532.326.85#NAME?#NAME?#NAME?3634.633.45#NAME?#NAME?#NAME?3737.836.2#NAME?#NAME?#NAME?3863.650.7#NAME?#NAME?#NAME?3968.52q t V +62 4.08 5.88#NAME?#NAME?#NAME?63 3.48 3.78#NAME?#NAME?#NAME?64 3.2 3.34#NAME?#NAME?#NAME?65

5、3.05 3.125#NAME?#NAME?#NAME?66 2.97 3.01#NAME?#NAME?#NAME?67 2.96 2.965#NAME?#NAME?#NAME?68 4.65 3.805#NAME?#NAME?#NAME?69 4.94 4.795#NAME?#NAME?#NAME?70 5.07 5.005#NAME?#NAME?#NAME?71 5.15 5.11#NAME?#NAME?#NAME?72 5.19 5.17#NAME?#NAME?#NAME?73 5.14 5.165#NAME?#NAME?#NAME?8400#NAME?#NAME?#NAME? 8500

6、#NAME?#NAME?#NAME? 8600#NAME?#NAME?#NAME? 8700#NAME?#NAME?#NAME? 8800#NAME?#NAME?#NAME? 8900#NAME?#NAME?#NAME?水位(m库容(万m 3泄量q (m 3/s计算时段(h29.805960#NAME?1656130.0054.6#NAME?193330.6073583.9#NAME?204230.80773117#NAME?214731.00811154#NAME?225331.20849193#NAME?235831.40888236#NAME?246731.6926281#NAME?257231.8964329#