[1]王建龙,车伍,易红星. 低影响开发与绿色建筑的雨水控制利用[J]. 工业建筑,2009,39(3):123-125,102.
[2]王雯雯,赵智杰,秦华鹏. 基于SWMM的低冲击开发模式水文效应模拟评估[J]. 北京大学学报:自然科学版,2012,48(2):303-309.
[3]俞露. 低冲击开发模式综述[J]. 城市建设,2010(6):180.
[4]何明磊. 基于低冲击开发技术下城市暴雨内涝灾害的控制[J]. 工程建设与设计,2012(5):135-137.
[5]仇保兴. 复杂科学与城市规划变革[J]. 城市发展研究,2009,16(4):1-18.
[6]United States Environmental Protection Agency(US PEA). Low impact development(LID)[R/OL]. [2014-10-03]. http://water.epa.gov/polwaste/green/.
[7]Horner R R,Lim H,Burges S J. Hydrologic monitoring of the seattle ultra-urban stormwater management projects:summary of the 2000—2003 water years[D]. Seattle:Department of Civil and Environmental Engineering,University of Washington.2004.
[8]Dietz M E,Clausen J C. Stormwater runoff and export changes with development in a traditional and low impact subdivision[J]. Journal of Environmental Management,2008,87(4):560-566.
[9]Bedan E S,Clausen J C. Stormwater runoff quality and quantity from traditional and low impact development watersheds[J]. Journal of the American Water Resources Association,2009,45(4):998-1008.
[10]Brander K E,Owen K E,Potter K W. Modeled impacts of development type on runoff volume and infiltration performance[J]. Journal of the American Water Resources Association,2004,40(4):961-969.
[11]Roy A H,Wenger S J,Fletcher T D,et al. Impediments and solutions to sustainable,watershed-scale urban stormwater management:lessons from Australia and the United States[J]. Environmental Management,2008,42(2):344-359.
[12]Abbott BSc C L,Comino-Mateos L. In-situ hydraulic performance of a permeable pavement sustainable urban drainage system[J]. Water and Environmental Journal,2003,17(3):187-190.
[13]Scholz M. Best management practice:a sustainable urban drainage system management case study[J]. Water International,2006,31(3):310-319.
[14]Zhang R,Zhou W B,Field R,et al. Field test of best management practice pollutant removal efficiencies in Shenzhen,China[J]. Frontiers of Environmental Science & Engineering,2009,3(3):354-363.
[15]晋存田,赵树旗,闫肖丽,等. 透水砖和下凹式绿地对城市雨洪的影响[J]. 中国给水排水,2010,26(1):40-42,46.
[16]住房和城乡建设部.关于同意将深圳市光明新区列为全国低冲击开发雨水综合利用示范区的函[Z]. 2011.
[17]丁年,胡爱兵,任心欣. 深圳市低冲击开发模式应用现状及展望[J]. 给水排水,2012,38(11):141-144.
[18]胡爱兵,任心欣,俞绍武,等. 深圳市创建低影响开发雨水综合利用示范区[J]. 中国给水排水,2010,26(20):69-72.
[19]贾宝全,慈龙骏. 新疆生态用水量的初步估算[J]. 生态学报,2000,20(2):243-250.
[20]李丽娟,郑红星. 海滦河流域河流系统生态环境需水量计算[J]. 海河水利,2003,55(1):6-8.
[21]温全平. 城市河流堤岸生态设计模式探析[J]. 中国园林,2004(10):22-26.
[22]陈雪,徐海波,马继侠,等. 生态型河道建设概述[J]. 工程建设与设计,2006(7):77-80.
[23]李湖国,周祝林. 对于生态型河道建设的思考[J]. 中国水运,2012,12(5):108,111.
[24]李红艳,周为. 杭州西湖湖西景区的湿地景观设计[J]. 中国园林,2004(10):40-42.
[25]傅伯杰,陈利顶,马克明,等. 景观生态学原理及应用[M]. 北京:科学出版社,2001.
[26]俞孔坚,李迪华,吉庆萍. 景观与城市的生态设计:概念与原理[J]. 中国园林,2001(6):3-10.
[27]孙鹏,王志芳. 遵从自然过程的城市河流和滨水区景观设计[J]. 城市规划,2000,24(9):19-22.
[28]季永兴,刘水芹,张勇.城市河道整治中生态型护坡结构探讨[J]. 水土保持研究,2001,8(4):25-28.
[29]张永泽,王垣. 自然湿地生态恢复研究综述[J]. 生态学报,2001,21(2):309-314.
[30]尹军,崔玉波. 人工湿地污水处理技术[M]. 北京:化学工业出版社,2006.
[31]于少鹏,孙广友,窦素珍. 人工湿地污水处理技术及其在东平湖水质净化中的运用[J]. 湿地科学,2004,2(3):228-233.