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易涝点治理技术规范
TechnicalSpecificationforwaterloggingcontrol
目次
1总则···································································1
2术语···································································2
3总体要求···································································4
4易涝点调查································································5
4.1一般规定···························································5
4.2调查内容···························································5
5建设目标选取·····························································7
5.1建设目标···························································7
5.2雨水管网设计标准···············································7
5.3城市内涝防治标准···············································8
6技术路线···································································9
7易涝点评估·······························································10
7.1易涝点评估方法·················································10
7.2易涝点模型评估基本流程·····································10
7.3模型数据要求····················································11
7.4模型参数率定····················································12
7.5模型评估··························································13
8易涝点治理·······························································16
8.1一般规定··························································16
8.2排水出路与排水分区···········································17
8.3城镇水体··························································18
I
8.4雨水削峰调蓄与行泄通道·····································19
I雨水削峰调蓄·······················································19
II行泄通道····························································19
8.5
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