基于耦合模拟的污水管网入流入渗定量识别
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胡鸿昊,李秀娟,于俊锋,张清周,柳景青
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Quantitative identification of inflow and infiltration of sanitary sewer system based on coupling simulation
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Hong-hao HU,Xiu-juan LI,Jun-feng YU,Qing-zhou ZHANG,Jing-qing LIU
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| 表 3 测试集降雨事件验证结果 |
| Tab.3 Validation results of rainfall event in test set |
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降雨
事件 | Ptotal/mm | 区域
编号 | RateRDI/% | RateRII/% | E | RMSE/
(m3/h−1) | | L1 | 17.2 | A | 8.03 | 3.02 | 0.86 | 0.60 | | B | 3.21 | 1.47 | 0.80 | 0.35 | | L2 | 16.6 | A | 7.92 | 3.40 | 0.89 | 0.90 | | B | 3.08 | 1.78 | 0.75 | 0.52 | | M1 | 45.4 | A | 8.02 | 6.33 | 0.81 | 1.47 | | B | 4.41 | 3.86 | 0.85 | 0.61 | | M2 | 41.2 | A | 8.16 | 5.00 | 0.85 | 2.19 | | B | 4.74 | 2.66 | 0.79 | 0.72 | | H1 | 73.8 | A | 9.04 | 12.70 | 0.73 | 0.99 | | B | 4.81 | 6.42 | 0.78 | 0.74 | | H2 | 223.2 | A | 8.10 | 12.5 | 0.65 | 2.92 | | B | 3.92 | 6.03 | 0.79 | 0.74 |
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