Research Article
A Two-Stage Queue Model to Optimize Layout of Urban Drainage System considering Extreme Rainstorms
Table 1
Probability distributions of precipitation intensity
(unit: mm/h).
| | ～ | 7.60 | 5.23 | 5.60 | 9.04 | 6.68 | 10.09 | 8.20 | 7.91 | | ～ | 7.62 | 7.67 | 6.15 | 10.09 | 9.65 | 10.01 | 9.65 | 7.23 | | ～ | 8.93 | 8.90 | 8.06 | 5.39 | 5.55 | 8.85 | 5.95 | 7.30 | | ～ | 9.81 | 7.11 | 9.35 | 7.95 | 7.76 | 6.45 | 9.38 | 8.53 | | ～ | 8.41 | 9.32 | 5.10 | 6.50 | 7.67 | 6.09 | 6.69 | 10.00 | | ～ | 10.17 | 8.11 | 8.08 | 9.22 | 8.15 | 7.22 | 6.11 | 6.91 | | ～ | 8.50 | 6.52 | 8.70 | 7.32 | 8.24 | 5.25 | 9.22 | 5.73 | | ～ | 5.35 | 7.70 | 6.99 | 5.95 | 6.81 | 8.14 | 8.35 | 9.58 |
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