丽水市雨水专项规划

论文编号:GP021   论文字数:6298,页数:15  附任务书，开题报告，文献综述，外文翻译，CAD图

摘要
 
 
 根据丽水市现状及规划要求，老城区的尽量利用原有的雨水管，对局部地区进行适当的改动。新城区的排水系统雨污分流。确定本规划年限为2008年至2020年。规划近、远期及远景划分为：1．近期：2008年-2010年2．远期：2011年-2020年3．远景：2021年以后。编制本规划要从分析丽水市雨水现状着手，从分考虑丽水市环境状况，经济实力和管理水平，几步脱离实际，又必须保证维护生态，保护环境的要求。结合现状，充分发挥城市现有的排水设施的作用，考虑远期规划的合理性，兼顾近期的可行性，便于分期分步实施，使规划具有可操作性。

关键词：雨水专项规划;  雨污分流;   径流系数;  汇水面积; 

Lishui City Plan rain
Abstract
 Lishui City, in accordance with the status quo and planning requirements, the old city to make full use of the existing stormwater pipes, some areas of the appropriate changes. New stormwater drainage system in urban sewage diversion. Determine the length of the planning for 2008 to 2020. Planning the past, long-term and long-term is divided into: 1. Recently: 2 years 2008 -2010. Long-term: 3 years 2011 -2020. Vision: the future in 2021. The preparation of the planning from the analysis of the status quo rain started in Lishui, Lishui City from points to consider environmental conditions, economic strength and management level, a few steps from reality, but also must ensure the maintenance of ecological, environmental protection requirements. Combined with the status quo, and give full play to the existing drainage facilities in the city's role to consider the reasonableness of the long-term planning, taking into account the feasibility of the near future to facilitate a phased step-by-step implementation of operational planning.
 
 Keywords：rainwater special planning; rain sewage diversion; combination of the status quo; reasonable arrangements 

目  录
中文摘要 I
英文摘要 II
目录 III
1 专项规划及^论文 1
2 规划说明 1
 2.1 总论 1
 2.2 城市概况 3
 2.3 雨水规划 6
3 设计计算 9
 3.1 水东大桥至水东三桥段雨水管径计算 9
 3.2 太平桥段雨水管径计算 9
 3.3 桃山大桥段雨水管径计算 9
 3.4 小水门段雨水管径计算 9
 3.5 新城区西段雨水管径计算 9
致谢 10
参考文献 11

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