河流生态需水计算及空间满足率分析——以济南市为例
杨阳, 汪中华, 王雪莲, 赵长森, 张纯斌, 潘天力

Calculation of Environment Flow and Analysis of Spatial Environment flow Satisfaction Rate: A Case Study of Ji'nan City
Yang Yang, Zhonghua Wang, Xuelian Wang, Changsen Zhao, Chunbin Zhang, Tianli Pan
表3 典型控制点最小生态需水(QE_min)和最小生态水深(ZE_min)
Table 3 Minimum environment flows (QE_min) and minimum ecological water depth (ZE_min) at typical points
月份J1J11J23J24J39J48
QE_minZE_minQE_minZE_minQE_minZE_minQE_minZE_minQE_minZE_minQE_minZE_min
10.260.110.10.110.280.110.480.110.050.230.240.18
20.260.110.10.110.280.110.480.110.050.230.240.18
30.260.110.10.110.280.110.480.110.050.230.240.18
40.540.110.20.110.280.110.480.110.090.240.490.2
50.540.110.20.110.280.110.480.110.050.230.490.2
60.260.110.20.110.280.110.480.110.050.230.240.18
70.260.111.060.110.280.110.480.110.050.230.240.18
82.60.30.10.110.280.110.480.110.050.230.240.18
90.260.110.10.110.280.110.480.110.050.230.240.18
100.260.110.10.110.280.110.480.110.050.230.240.18
110.260.110.10.110.280.110.480.110.050.230.240.18
120.260.110.10.110.280.110.480.110.050.230.240.18