维护良性水循环的城镇化LID模式:海绵城市规划方法与技术初步探讨
The LID Pattern for Maintaining VirtuousWater Cycle in Urbanized Area: A Preliminary Study of Planning and Techniques for Sponge City
查看参考文献22篇
文摘
|
海绵城市是低影响开发模式(Low Impact Development, LID)的重要途径,也是解决我国城市水问题的重要举措。论文从良性水循环理念的角度,针对城市防洪排涝、面源污染控制以及雨洪资源化利用等三大核心问题,以城市雨洪模拟技术和LID优化技术方法为重点,探讨了支撑海绵城市实施的关键技术方法,构建了具有自主知识产权的城市雨洪模型;并以首批海绵城市试点常德市为例进行了应用研究。研究得出:现状常德城区径流系数在0.33~0.81之间,平均值为0.64;按确保年径流总量控制目标的实现,采用渗、滞和蓄等多种LID消纳各地块径流,城区90%的地块均能达到控制目标,下沉式绿地、透水铺装和绿色屋顶总面积分别为496.75、 1 338.15和613.21 hm~2,占各地块面积的3.9%~31.4%之间。污染负荷SS削减率在45.0%~47.7%之间,平均削减率为46.1%。常德城区通过实施LID措施,雨洪径流和污染负荷的输出量将显著降低,基本能够达到控制目标。研究为常德海绵城市规划设计提供了重要技术支撑和理论依据,为我国海绵城市规划方法和技术研究提供了参考。 |
其他语种文摘
|
Sponge city is an important Low Impact Development (LID) pattern, and also is a key to solve the urban water issues in China. In this study, we focus on the three core tasks including urban flood control and drainage, non-point source pollution control and urban rainfallflood utilization, and explore the key technology and methodology to support the implementation of sponge city from the perspective of virtuous-water-cycle (e.g., the numerical simulation and LID optimization techniques), and finally develop an urban rainfall- flood model (HIMSURBAN). This model is applied in Changde City, which is one of the first batch of sponge city. The results demonstrate that: 1) runoff coefficient in Changde City ranges from 0.33 to 0.81 in current state, with an average of 0.64.2) Based on the objective of controlling total annual runoff, several LID measures (e.g., infiltration, storage and retention), are employed to consume the runoff from each block. By optimization, the controlling objective can be achieved in 90% of urban blocks. The areas of sunken green space, permeable pavement and green roof are 496.75, 1 338.15 and 613.21 hm~2, respectively, and the total area of LID measures accounts for from 3.9% to 31.4% of each block's area. The reduction rate of pollution load SS is between 45.0% and 47.7%, with an average of 46.1%. By adopting the LID measures, the outputs of storm runoff and the pollution load in Changde urban area are remarkably reduced, and the control objective is almost achieved. This study provides great valuable results for construction of sponge city in Changde City, and also gives a good reference of theory and technology for urban planning and design. |
来源
|
自然资源学报
,2016,31(5):719-731 【核心库】
|
DOI
|
10.11849/zrzyxb.20151294
|
关键词
|
防洪排涝
;
面源污染
;
雨洪利用
;
海绵城市
;
常德
|
地址
|
中国科学院地理科学与资源研究所, 中国科学院陆地水循环及地表过程重点实验室, 北京, 100101
|
语种
|
中文 |
文献类型
|
研究性论文 |
ISSN
|
1000-3037 |
学科
|
水利工程 |
基金
|
中国科学院青年创新促进会项目
;
中国科学院地理科学与资源研究所秉维优秀青年人才计划
;
中国科学院重点部署项目
;
国家自然科学基金
|
文献收藏号
|
CSCD:5706917
|
参考文献 共
22
共2页
|
1.
潘家华.
城市蓝皮书:中国城市发展报告,2015
|
CSCD被引
1
次
|
|
|
|
2.
中华人民共和国住房和城乡建设部.
城市排水与暴雨内涝防治设施建设的指导意见,2012
|
CSCD被引
2
次
|
|
|
|
3.
中华人民共和国国务院.
国家新型城镇化规划(2014-2020年),2014
|
CSCD被引
7
次
|
|
|
|
4.
Paterson G. The big shift:Welcome to the third Australian culture:Book review.
Geographical Education,2002,15:52
|
CSCD被引
2
次
|
|
|
|
5.
Rogers M F.
The Changing Nature of Australia's Country Towns,2006
|
CSCD被引
1
次
|
|
|
|
6.
County P G.
Low-impact Development Design Strategies:An Integrated Design Approach,1999
|
CSCD被引
1
次
|
|
|
|
7.
United States Environmental Protection Agency.
Low impact development (LID):A literature review. EPA-841-B- 00-005,2000
|
CSCD被引
1
次
|
|
|
|
8.
Maritz M. Water sensitive urban design.
Australian Journal of Soil andWater Conservation,1990,3(3):19-22
|
CSCD被引
1
次
|
|
|
|
9.
CIRIA.
SUDS:Sustainable drainage systems:Promoting good practice-A CIRIA initiative, 2005,2008
|
CSCD被引
1
次
|
|
|
|
10.
Boer F.
De Urbanisten and theWondrousWater Square,2010
|
CSCD被引
1
次
|
|
|
|
11.
Tan Y S.
Clean, Green and Blue:Singapore's Journey towards Environmental and Water Sustainability,2009
|
CSCD被引
1
次
|
|
|
|
12.
Furumai H. Model description of storage and infiltration functions of infiltration facilities for urban runoff analysis by a distributed model.
Water Science & Technology,2005,52(5):53-60
|
CSCD被引
2
次
|
|
|
|
13.
张书函. 基于城市雨洪资源综合利用的"海绵城市"建设.
建设科技,2015(1):26-28
|
CSCD被引
11
次
|
|
|
|
14.
Vorreiter L. Incidence of the first flush phenomenon in catchments of the Sydney region.
Proceedings of the National Conference Publication-Institution of Engineers 3,1994:359-364
|
CSCD被引
1
次
|
|
|
|
15.
Sansalone J J. Partitioning and first flush of metals in urban roadway storm water.
Journal of Environmental Engineering,1997,123(2):134-143
|
CSCD被引
99
次
|
|
|
|
16.
Deletic A. The first flush load of urban surface runoff.
Water Research,1998,32(8):2462-2470
|
CSCD被引
54
次
|
|
|
|
17.
Li L Q. First flush of storm runoff pollution from an urban catchment in China.
Journal of Environmental Sciences,2007,19(3):295-299
|
CSCD被引
43
次
|
|
|
|
18.
李艺.
循环利用缓解水资源短缺的有效途径,2013
|
CSCD被引
1
次
|
|
|
|
19.
刘昌明. HIMS系统及其定制模型的开发与应用.
中国科学. E辑, 技术科学,2008,38(3):350-360
|
CSCD被引
33
次
|
|
|
|
20.
Wang Y. A positivity-preserving zero-Inertia model for flood simulation.
Computer& Fluids,2011,46:505-511
|
CSCD被引
4
次
|
|
|
|
|