城市水环境系统控制决策支持技术研究
|
摘要
随着城市化进程的加快和城市用水需求的不断增长,城市水环境将面临水体污染、水质恶化、水源短缺、地下水位持续下降、海水入侵等一系列问题,因而必须采取有效措施控制城市水环境系统的恶化。城市水环境系统既是复合系统,又是动态系统,也是开放系统,还是随机性系统。这就使得城市水环境系统控制决策变得更加困难,更加复杂,需要科学的手段支持城市水环境系统控制决策工作,以避免决策失误带来重大损失。本文的研究正是基于对城市水环境系统控制决策中的一些重要问题的研究,提出了用动态模拟的方法来支持决策行为,意图使得决策更为客观,更加科学,更加符合实际。主要研究成果有:
(1) 提出了确定经济排涝标准的方法,分析了在某一排涝标准下最优的排涝策略,通过具体实例计算确定某一城市区的经济排涝标准。
(2) 提出了基于模拟优化技术的确定截流倍数的方法。该方法综合考虑水量水质,点污染源和非点污染源。构造综合考虑水质水量过程的受纳水体质量综合评价指标体系,在分析水污染成因的基础上,建立了水污染损失函数。
(3) 提出了基于连续动态模拟的河流水环境容量计算方法。以长系列降水过程作为系统输入,通过产流、产污计算,河道流量演算,水质演算,得到控制断面的流量过程与水质浓度过程,进一步统计分析得到动态的、随机的水环境容量。通过对水质演算方法的分析,提出了水质逆倒演算方法。建立了基于小波网络的河流水质实时预报模型。提出了城市湖泊周期性换水需水量确定的解析模型。
(4) 提出了确定线性相关方程的最小距离平方和法。在对据非稳定流抽水试验资料确定水文地质参数方法分析的基础上,提出了确定水文地质参数的二次优化算法。将遗传算法与最小二乘法相结合,应用到确定考虑上月降雨影响的月降雨径流关系的参数,发挥不同优化方法的优点,提高了优化计算效率
Along with rapid urbanization and the increase of water demand, we are confronted with a series of environmental problems such as water pollution, shortage of water resource, continued decline of groundwater table and inbreak of seawater, etc. We must take efficacious measures to prevent urban water environment from worsen. Urban water environment system is provided with complex characteristic, dynamic characteristic, opening characteristic and randomicity.These complexities make the urban water environment system more difficult and complicated to control. It requires scientific means to facilitate the decision making to avoid big losses due to bad decisions.Based on the research of urban water environment control system, this paper proposed a dynamic model to support and facilitate the decision-making process and thus make the decisions more objective, scientific and practical. The main achievements of this research include:(1) Analyzed urban flood control and thus proposed a method to determine economic standards of flood control, suggested the optimal flood control strategy for a certain flood control standard .(2) Analyzed combined sewer system, proposed a simulation and optimization based method to determine interception ratio. Interception ratio is a important factor. The method proposed takes a full consideration of water quantity, water quality, point pollution source and no-point pollution source. Based on the analysis of causes of water pollution, a water pollution loss function was created.(3) By analysis of the influence of water environment capacity, this paper proposed a new method to calculate the river water environment capacity. This new method is based on continuant dynamic simulation of water flow. The method proposed uses long-term precipitation as input, calculates runoff, pollution, flow discharge, and water quality, and thus obtain the discharge hydrograph and pollutant concentration process of the cross section. It further analyzes statistically to obtain the dynamic and stochastic water environment capacity. This method combines the dynamic characteristic and stochastic characteristic of water quantity and water quality. A mathematical model of water quality rehabilitation urban lakes via periodically water renewal is proposed.(4) By analysis of the problems of current least square method, this paper proposed a least distance square method of deterministic linear correlation equation. Linear equation is widely used in data manipulation and determination of empirical formulas. Many nonlinear equations can be transformed into linear equations. Traditional least square method is obtained under the assumption that one variable is error free. But in practice, most likely both variables have errors. Thus the obtained parameters are biased and error prone. The least distance square methods consider bi-dimensional random error and are unbiased. They are more appropriate to determine linear equation parameters.
(1) 提出了确定经济排涝标准的方法,分析了在某一排涝标准下最优的排涝策略,通过具体实例计算确定某一城市区的经济排涝标准。
(2) 提出了基于模拟优化技术的确定截流倍数的方法。该方法综合考虑水量水质,点污染源和非点污染源。构造综合考虑水质水量过程的受纳水体质量综合评价指标体系,在分析水污染成因的基础上,建立了水污染损失函数。
(3) 提出了基于连续动态模拟的河流水环境容量计算方法。以长系列降水过程作为系统输入,通过产流、产污计算,河道流量演算,水质演算,得到控制断面的流量过程与水质浓度过程,进一步统计分析得到动态的、随机的水环境容量。通过对水质演算方法的分析,提出了水质逆倒演算方法。建立了基于小波网络的河流水质实时预报模型。提出了城市湖泊周期性换水需水量确定的解析模型。
(4) 提出了确定线性相关方程的最小距离平方和法。在对据非稳定流抽水试验资料确定水文地质参数方法分析的基础上,提出了确定水文地质参数的二次优化算法。将遗传算法与最小二乘法相结合,应用到确定考虑上月降雨影响的月降雨径流关系的参数,发挥不同优化方法的优点,提高了优化计算效率
Along with rapid urbanization and the increase of water demand, we are confronted with a series of environmental problems such as water pollution, shortage of water resource, continued decline of groundwater table and inbreak of seawater, etc. We must take efficacious measures to prevent urban water environment from worsen. Urban water environment system is provided with complex characteristic, dynamic characteristic, opening characteristic and randomicity.These complexities make the urban water environment system more difficult and complicated to control. It requires scientific means to facilitate the decision making to avoid big losses due to bad decisions.Based on the research of urban water environment control system, this paper proposed a dynamic model to support and facilitate the decision-making process and thus make the decisions more objective, scientific and practical. The main achievements of this research include:(1) Analyzed urban flood control and thus proposed a method to determine economic standards of flood control, suggested the optimal flood control strategy for a certain flood control standard .(2) Analyzed combined sewer system, proposed a simulation and optimization based method to determine interception ratio. Interception ratio is a important factor. The method proposed takes a full consideration of water quantity, water quality, point pollution source and no-point pollution source. Based on the analysis of causes of water pollution, a water pollution loss function was created.(3) By analysis of the influence of water environment capacity, this paper proposed a new method to calculate the river water environment capacity. This new method is based on continuant dynamic simulation of water flow. The method proposed uses long-term precipitation as input, calculates runoff, pollution, flow discharge, and water quality, and thus obtain the discharge hydrograph and pollutant concentration process of the cross section. It further analyzes statistically to obtain the dynamic and stochastic water environment capacity. This method combines the dynamic characteristic and stochastic characteristic of water quantity and water quality. A mathematical model of water quality rehabilitation urban lakes via periodically water renewal is proposed.(4) By analysis of the problems of current least square method, this paper proposed a least distance square method of deterministic linear correlation equation. Linear equation is widely used in data manipulation and determination of empirical formulas. Many nonlinear equations can be transformed into linear equations. Traditional least square method is obtained under the assumption that one variable is error free. But in practice, most likely both variables have errors. Thus the obtained parameters are biased and error prone. The least distance square methods consider bi-dimensional random error and are unbiased. They are more appropriate to determine linear equation parameters.
引文
[1] 高吉喜著.可持续发展理论探索.北京:中国环境科学出版社,2000
[2] 牛文元著.持续发展导论.北京:科学出版社,1997
[3] 刘江主编.中国可持续发展战略研究.北京:中国农业出版社,2001
[4] 于琪洋.加强城市雨洪资源利用 保障城市可持续发展,水利发展研究,2002,第2卷,第3期:12-14
[5] 郑怀礼,龙腾锐等.论可持续发展战略与水污染控制系统规划,世界科技研究与发展,1998(6):26-29
[6] 钱易.中国城市水资源可持续开发利用,第1版,北京:中国水利水电出版社,2002
[7] 张忠祥.城市可持续发展与水污染防治对策,第1版,北京:中国建筑工业出版社,1998
[8] 吴文桂,城市水资源评价及开发利用,第1版,南京:河海大学出版社,1988
[9] 奥吉尼斯·布瑞汉特,艾德·弗兰科著.城市环境管理与可持续发展.北京:中国环境科学出版社,2003
[10] 杨士弘等编著.城市生态环境学.北京:科学出版社,1996
[11] 沈清基编著.城市生态与城市环境.上海:同济大学出版社,1998
[12] 戴天兴编著.城市环境生态学.北京:中国建材工业出版社,2002
[13] 孔繁德,张明顺著.城市生态环境建设与保护规划.北京:中国环境科学出版社,2001
[14] 刘耀林,刘艳芳,梁勤欧编著.城市环境分析.武汉:武汉测绘科技大学出版社,1999
[15] 张一平,城市化与城市水环境,城市环境与城市生态,1998(2):20-22
[16] 李长兴,城市水文的研究现状与发展趋势,人民珠江,1998(4),第4期:9-12
[17] 高云福.城市化发展与水系统的演变,城市勘测,1998(3)
[18] 丹保宪仁.水文大循环和城市水环境代谢,给水排水,2002(6):1-5
[19] 许晓彤.城市水环境的思考,安徽水利水电职业技术学院学报,2002(3):1-4
[20] 李养龙,赵凯等.城市化发展面临的水文问题,山西水利科技,2001(4):86-88
[21] 朱元生著.城市水文学,第1版,北京:中国科学技术出版社,1987
[22] 周乃晟.城市水文学概论,第1版,上海:华东师范大学出版社,1995
[23] 戚以政,汪叔雄编著.生化反应动力学与反应器.北京:化学工业出版社,1996
[24] 吴雄勋.城市水环境污染控制,第1版,南京:东南大学出版社,1989
[25] 钱易.中国城市水资源可持续开发利用,第1版,北京:中国水利水电出版社,2002
[26] 刘维城.我国城市水污染控制技术经济政策,给水排水,1999(10),第25卷,第10期:1-4
[27] 铃木正彦[日]著,于凤林译.水环境整治计划的决策,国土与自然资源研究,1996,第2期:73-76
[28] 于琪洋.加强城市雨洪资源利用 保障城市可持续发展,水利发展研究,2002,第2卷,第3期:12-14
[29] 苏泽群等.建设生态城市 走向生态文明,城市环境与城市生态,2001(6),第14卷,第3期:37-39
[30] 苏泽群.扬州建设生态城市 崇尚生态文明,环境导报,2001(4):8-10
[31] 盛学良,黄文萍.水环境资源管理措施探讨,重庆环境科学,1996(1):7-10
[32] 冉星彦.浅论城市水环境的治理,北京水利,2001(4):12-14
[33] 赵群.福州市水资源及水环境问题探讨,水资源保护,2001(3):49-51
[34] 陈荷生.太湖流域城市水环境综合治理,现代城市研究,2000(5):34-38
[35] 朱喜.调水改善无锡城市水环境探讨,水资源保护,2002(2):57-59
[36] 康瑛.杭州市防洪体系现状及规划,浙江水利水电专科学校学报,2001(2):27-30
[37] 俞益桂,张林喜.新昌县城市水环境整治的探索与实践,浙江水利科技增刊2001:112-113
[38] 陈雁,冯效毅等.内秦淮河水环境整治方案探讨,江苏环境科技,2000(3):
[39] 杨昂,杜云雁等.连云港市水环境整治规划研究,城市环境与城市生态,1997(2):36-39
[40] 李晓涓.浅议城市水环境总体规划,给水排水,2000(11),第26卷,第12期:4-7[7]
[41] 陈淑敏,楼劲英.关于加强北京城市水环境科学化管理的建议,北京水利,2002(5),第5期:34-35
[42] 金菊良.水资源系统工程,第1版,成都:四川科学技术出版社,2002
[43] 左玉辉.环境系统工程,第1版,南京:南京大学出版社,1985
[44] 侯克复.环境系统工程,第1版,北京:北京理工大学出版社,1992
[45] 韦鹤平.环境系统工程,第1版,上海:同济大学出版社,1993
[46] 袁鹏等.非参数解集模型在汛期日径流随机模拟中的应用,四川大学学报(工程科学版),2000(11),第32卷,第6期:11-14
[47] 金菊良,杨晓华等.基因算法在环境优化问题中的应用,四川环境,1997(4):59-63
[48] 王文圣等.小波分析及其在日流量过程随机模拟中的应用,水利学报,2000(11),第11期:43-48
[49] 史世平.随机模拟在水文风险分析中的应用,水利水电工程设计,2001,第20卷,第3期:18-22
[50] 朱廷举,胡和平.基于随机模拟何模糊聚类的水文干旱特性分析,2001,第41卷,第8期:103-106
[51] 尹正杰等.灌区灌溉需水量的随机模拟,中国农村水利水电,2001,第11期:19-21
[52] 衡彤等.基于小波变换的组合随机模型及其在径流随机模拟中的应用,水电能源科学,2002(3),第20卷,第1期:15-17
[53] 张欣莉,丁晶等.基于遗传算法的参数投影寻踪回归及其在洪水预报中的应用,水利学报,2000(6):45-48
[54] 张欣莉,丁晶等.投影寻踪回归在紫坪埔洪水预报中的应用.四川大学学报(工程科学版)2000(2):22-24
[55] 赵永龙,丁晶.相空间小波网络模型及其在水文中长期预测中的应用,水科学进展,1998(3):252-257
[56] 周玉文.雨水管网设计理论与计算,第1版,北京:中国农业科技出版社, 1996
[57] 陈斌,沿江城市排涝计算方法探讨,福建建筑,1998,总第57期:54-55
[58] 谢明涛,蚌埠市老城区排涝设计的探讨,2000(4),安徽建筑:89
[59] 王洪云,陈金荣.广州市排涝规划设计流量分析,中国给水排水,1998,第14卷,第4期:28-30
[60] 徐建初.深圳市罗雨排涝泵站设计,给水排水,1998,第24卷,第2期:6-8
[61] 邝铁池.广州市排涝工程现状与对策,中国给水排水,2001,第17卷,第9期:29-31
[62] 汪广丰,南京市城市排涝设施现状与对策,中国市政工程,2001(9),第3期(总第94期):44-46、34
[63] 戴慎志,陈践编著.城市给水排水工程规划.合肥:安徽科学技术出版社,1999
[64] 孙慧修.排水工程,第3版,北京:中国建筑工业出版社,1999
[65] 肖贵清,黄荣华等.平原湖区排涝水文计算问题研究,水文,1998(4):43-46
[66] 宋序彤,中国城市供水排水发展特征及对策,中国给水排水,2000,第16卷,第1期:21-25
[67] 陈斌.城市排涝与排水研究,中国农村水利水电(农田水利与小水电),1997,第2期:33-36
[68] 杨忠军等.城市排涝与排水研究,2001(9),第28卷,第3期:67-68
[69] 金光炎.城市设计暴雨频率计算问题,水文,2000(2):14-18
[70] 陈斌.福建省城区排涝标准及计算方法,中国给水排水,1999,第15卷,第2期:31-33
[71] Edited by Cedo Maksimovic and Jose Alberto Tejada-Guibert.. Frontiers in urban water management. London IWA Publishing, c2001
[72] Larry W. Mays, Editor in chief. Stormwater collection systems design handbook, New York McGraw-Hill, c2001
[73] 英霍夫.城市排水工程手册,第1版,北京:中国建筑工业出版社,1989
[74] 诺沃特尼.Karl Imhoff城市排水和污水处理手册,第1版,北军:中国建筑工业出版社,1992
[75] 周乃晟.城市水文学概论,第1版,上海:华东事发大学出版社,1995
[76] 朱元珄.城市水文学,第1版,北京:中国科学技术出版社,1987
[77] 王文远,王超.国内外城市排水系统的回顾与展望,水利水电科技进展,1997(6):8-11
[78] 王文远,王超.国外城市排水系统的发展与启示,中国给水排水,1998(2):45-47
[79] 张杰.城市排水系统的现代观,中国工程科学,2001(10):33-35
[80] 徐向阳.平原城市雨洪过程模拟,水利学报,1998(8),第8期:34-37
[81] 张建新.惠士博,利用降雨入渗产流分析原理和Nash单位线汇流方法进行排涝模数计算的研究水文,2002(3):1-5
[82] 刘俊,徐向阳.城市雨洪模型在天津市区排水分析计算中的应用,海河水利,2001(1):9-11
[83] 刘俊.城市雨洪模型研究,河海大学学报,1997(6):20-24
[84] 钟登华,李文颖.城市洪水预报及分析模型研究,河北水利水电技术,2001(2):8-10
[85] 周玉文,戴书健.城市排水系统非恒定流模拟模型研究,北京工业大学学报,2001(1):84-86
[86] 金华,刘立博等,城市水文站网规划与设计,东北水利水电,2001(5):30-32
[87] 李树平.城市化对城市降雨径流的影响及城市雨洪控制,中国市政工程,2002(9),第3期(总第99期):35-37、67
[88] 刘仲桂.城市防洪排涝工程的价值工程分析,水利科技与经济,1997(3),第3卷,第1期:20-22
[89] 徐贵,黎春.洞庭湖区排涝系统经济模型研究,湖南水利,1998(3):29-31
[90] 胡尧文等,试论水库功能调整和蓄水面在城市防洪排涝中的重要性,浙江水利水电专科学校学报,2001(9),第13卷,第3期:19-21
[91] 黄松联,邹林甫.有蓄涝容积的排涝站设计排涝流量的简化计算,江西水利科技,2000(9)第26卷,第3期:167-170
[92] 于琪洋.加强城市雨洪资源利用 保障城市可持续发展,水利发展研究,2002,第2卷,第3期:12-14
[93] 杨明松,平原水网地区城市排水规划问题研究,城市规划,2001(9):68-71
[94] 张洪国等.大庆防洪排涝微机控制与管理系统,给水排水,1998,第24卷,第9期:25-27
[95] 崔远来等.北京城市雨洪系统实时调度的模型与方法,武汉水利电力大学学报,1998(12),第31卷,第6期:16-21
[96] 徐向阳,刘俊.无锡市城区排水管理系统,给水排水,1997(12):13-14
[97] 汤莉,王颖等.计算机水力学模型在城市排水管理中的应用,中国市政工程,2000(3):43-47
[98] 孙慧修.排水工程,第3版,北京:中国建筑工业出版社,1999
[99] 戴慎志,城市给水排水工程规划,第1版,合肥:安徽科学技术出版社,1999
[100] 英霍夫,城市排水工程手册,第1版,北京:中国建筑工业出版社,1989
[101] 奉桂红等.深圳市实施排水系统分流制的探讨,中国给水排水,2002,第18卷,第10期:24-26
[102] 杨忠军,于长海.旧合流制排水管渠系统的改造,黑龙江水专学报,2002(6),第29卷,第2期:79-80
[103] 杨根权,崔丽琴.浅谈旧合流制排水管渠系统的改造,给水排水,2001,第27卷,第5期:8-10
[104] 彭翼,李宝伟.深圳特区雨污合流问题的成因及对策探讨,给水排水,第25卷,第10期:30-32
[105] 王林锁,秦菊芳等.新型截流式城市污水系统最优控制研究,水科学进展,2000(3):247-254
[106] 李树平.浅议城市排水体制中的几个问题,中国市政工程增刊2002:53-55
[107] 慈增福.谈城市排水体制的选择和实施,当地建设,2000(6):54
[108] 傅斌,张智等.城市排水系统改造方案的综合评价方法探讨,重庆建筑大学学报,1999(3):65-69
[109] 陈策,田长勋等.关于城市排水体制的思考__从平顶山市污水处理工程湛河治理污水截流谈起,河南城建高等专科学校学报,2000(1):23-25
[110] 龙腾锐,姜问超.三峡库城镇排水体制选择,重庆环境科学,1999,第21卷,第1期:3-7
[111] 冯生华.新建地区排水系统应因地制宜选用分流或合流制,中国市政工程,2001(12),第4期(总第95期):40、45
[112] 王文远,阮晓红等.污水截流工程中截流倍数选择的研究,给水排水,1997(10):24-26
[113] 赵剑强.城市地表径流污染与控制,第1版,北京:中国环境科学出版社,2002
[114] Adachi A. and Kobayashi T., Formaldehyde Level in RainWater from Kobe City in Japan, Bull.Environ.Contam.Toxical.,1996 (57): 556—559
[115] Deletie A. B. and Maksimovie C. T., Evaluation of WaterQuality Factors in Storm Runoff from Paved Areas. J. of Envir. Engrg, ASCE, 1998(9): 869—879
[116] Wu J. S., Allan C. J., etal., Characterization and Pollutantloading Estimation for Highway Runoff. J. Envir. Engrg., ASCE, 1998, 124(7): 584—592
[117] Sansaloneb J. J. and Buchberger S. G., Partitioning and FirstFlush Of Metals in Urbun Roadway Storm Water. J. Of Envir. Engrg., ASCE, 1997 (2): 134—143
[118] Adachi A., Okiayu M., Nishikawa A.and Kobayashi T., Metal levels in Rain Water from Kobe City in Japan, Bull. Environ. Contain. Toxical., 1998 (60): 892—897
[119] John Blanksby, A review of the UK approach to measuring the performance of combined sewer overflows, Urban Water, 4(2004):191-198
[120] M. C. Gromaire-Mertz, Characterisation of urban runoff pollution in Paris, Wat. Sci. Tech., Vol. 39, 1999:1-8
[121] Atsushi Ichhiki, Estimation of urban nonpoint source pollution in Lake Biwa Basin, Wat. Sci. Tech., Vol. 38, 1998:157-163
[122] P. C. Vanmetre, The contribution of particles washed from rooftops to contaminant loading to urban streams, Chemosphere, 52(2003): 1727-1741
[123] Jurgen Forster, Variability of roof runoff quality, Wat. Sci. Tech., Vol. 39, 1999:197-144
[124] Benjamin O. Brattebo, Long-term stormwater quantity and quality performance of permeable pavement systems, Water Research, 37(2003):4369-4376
[125] P. J. Skipworth, The first foul flush in combined sewers an investigation of the causes, Urban Water, 2(2000):317-325
[126] J. Vaze, Experimental study of pollutant accumulation on an urban road surface, Urban Water, 4(2002):379-389
[127] J. H. Lee, First flush effects in an urban catchment area in Aalborg, The Science of the Total Environment, 293 (2002): 163-175
[128] Fabrice Rollriguez, Surface runoff in urban catchments morphological identification of unit hydrographs from urban databanks, Jumal of Hydrology, 283 (2003): 146-168
[129] James T. Smullen, Updating the U.S. Nationwide Urban runoff quality data base, Wat. Sci. Tech., Vol. 39, 1999:9-16
[130] Gwenael Ruban, Continuous measurement of pollution due to urban effluents under wet conditions using optical systems, Wat. Sci. Tech., Vol. 32,1995:241-247
[131] Bo B.Lind, Hydrological data monitoring for urban stormwater drainage systems, Ecological Engineering, 5(1995):533-539
[132] P.C. Kyriakidis, A spatial time series framework for simulating daily precipitation at regional scales, Journal of Hydrology, 297(2004):236-255
[133] J.W. Skiles, A stochastic weather generation model for Alaska, Ecological Modeling, 110(2003):269-282
[134] D. S. Wilks, Multisite generalization of a daily stochastic precipitation generation model, Journal of Hydrology, 210(1998): 178-191
[135] R. Wojcik, Simulation of 6-hourly rainfall and temperature by two resampling schemes, Journal of Hydrology, 273(2003):69-80
[136] D. S. Wilks, Simultaneous stochastic simulation of daily precipitation, temperature and solar radiation at multiple sites in complex terrain, Agricultural and Forest Meteorology,
[137] Bryson C. Bates, Stochastic downscaling of numerical climate model simulations, Environmental Modelling & Software, 13 ( 1998):325-331
[138] E Willems, Stochastic generation of spatial rainfall for urban drainage areas, Wat. Sci. Tech., Vol. 39, 1999:23-30
[139] Christian Roux, Space-time heterogeneities of rainfalls on runoff over urban catchments, Wat. Sci. Tech., Vol. 32, 1995:209-215
[140] Sveirm T. Thorolfsson, A new direction in the urban runoff and pollution management in the city of Bergen, Norway, Wat. Sci. Tech., Vol 38, 1998:123-130
[141] Ian Clifforde, The UK response to the challenge of Urban stormwater management, Wat. Sci. Tech., Vol. 32, 1995:177-183
[142] David Butler, Towards sustainable urban drainage, Wat. Sci. Tech., Vol. 35, 1997:53-63
[143] Larry A. Roesner, Urban runoff pollution-summary thoughts - the state-of-practice today and for the 21st century, Wat. Sci. Tech., Vol. 39, 1999:353-360
[144] M. J. Branne, Best management practices applied to urban runoff quantity and quality control, Wat.,Sci. Tech., Vol 39, 1999:117-121
[145] R. Mehler, Comparison of the efficiency of best stormwater management practices in urban drainage systems, Wat. Sci. Tech., Vol.39,1999:269-276
[146] Jean-Luc Bertrand-Krajewski, Need for improved methodologies and measurements for sustainable management of urban water systems, Environmental Impact Assessment Review, 20(2000):323-331
[147] Erik Ristenpart, Planning of stormwater management with a new model for drainage best management practices, Wat. Sci. Tech., Vol. 39, 1999:253-260
[148] David Butler, Towards sustainable urban drainage, Wat. Sci. Tech., Vol. 35, 1997:53-63
[149] Jun Ho Lee, Characterization of urban stormwater runoff, Wat. Sci. Tech., Vol. 34, 2000:1773-1780
[150] J. Vaze, Experimental study of pollutant accumulation on an urban road surface, Urban Water, 4(2002):379-389
[151] Torben Larsen, First flush analysis of urban storm runoff, Wat. Sci. Tech., Vol. 37, 1998:251-257 [87] D.J. Robertson, A statistical approach to urban runoff pollution modeling, Applied Geochemistry, 18(2003):269-282
[152] J. H. Lee, First flush effects in an urban catchment area in Aalborg, The Science of the Total Environment, 293(2002):163-175
[153] K. Arnbjerg-Nielsen, Prediction of hydrological reduction factor and initial loss in urban surface runoff from small ungauged catchments, Atmosphere Research, 42(1996):137-147
[154] Kapil Gupta, Specific relationships for the first flush load in combined sewer flows, Wat. Res., Vol. 30, 1996:1244-1252
[155] Agnes Saget, The first flush in sewer systems, Wat. Sci. Tech., Vol. 33, 1996:101-108
[156] Ana Deletic, The first flush load of urban surface runoff, Wat. Res., Vol. 32, 1998:2462-2470
[157] P. J. Skipworth, The first foul flush in combined sewers an investigation of the causes, Urban Water, 2(2000):317-325
[158] P. Harremoes, Impact of rain runoffon oxygen in an urban river, Wat. Sci. Tech., Vol. 34, 1996:41-48
[159] Ana Tomanovic, Improved modelling of suspended solids discharge from asphalt surface during storm event, Wat. Sci. Tech., Vol. 33, 1996:363-369
[160] E M. Menezes, Improvement of the surface water quality in the Berlin region, Powder Technology, 88(1996):27-31
[161] Aminnddin Ab. Ghani, Sediment size characteristics of urban drains in Malaysian cities, Urban Water, 2(2000):335-341
[162] G. Johann, Historical precipitation time series for applications in urban hydrology, Wat. Sci.Tech., Vol. 37, 1998:147-153
[163] Pratrick L. Brezonik, Analysis and predictive models of stormwater runoff volumes, loads, and pollutant concentrations from watersheds in the Twin Cities metropolitan area, Minnesota, USA, Water Research, 36(2002):1743-1757
[164] Zhang Haiping, Estimation for urban runoff quality modeling, Wat. Sci. Tech., Vol. 38, 1998:49-54
[165] M. Zug, HORUS a conceptual model of pollution simulation in sewer networks, Wat. Sci. Tech., Vol. 39, 1999:31-38
[167] M. Zug, Pollution wash-off modelling on impervious surfaces calibration, validation, transposition, Wat. Sci. Tech., Vol. 39, 1999:17-24
[168] M. H. Hsu, Inundation simulation for urban drainage basin with storm sewer system, Journal of Hydrology, 234(2000):21-37
[169] S. Djordjecie, An approach to simulation of dual drainage, Wat. Sci. Tech., Vol. 39, 1999:95-103
[170] Morten Grum, Incorporating concepts from physical theory into stochastic modelling of urban runoff pollution, Wat. Sci. Tech., Vol. 37, 1998:179-185
[171] A. Pfister, An integrated approach for improving the wastewater discharge and treatment systems, Wat. Sci. Tech., Vol.37, 1998:341-346
[172] Vladimir Krejci, Integrated approach to the point-non point-pollution abatement in urban drainage, Wat. Sci. Tech., Vol. 33, 1996:9-15
[173] W. Al-Sabhan, A real-time hydrological model for flood prediction using GIS and the WWW, Comput., Environ. and Urban Systems, 27(2003):9-32
[174] T.V. Hromadka Ⅱ, An integrated stormwater management GIS software system, Environmental Software, Vol. 11, 1996:209-219
[175] A. Welker, Effects of integrated stormwater management strategies on the combined sewer system and the wastewater treatment plant-river system, Wat. Sci. Tech., Vol. 39,1999:151-157
[176] Vladimir Novotny, Ascertaining aquatic ecological risks of urban stormwater discharges, Wat. Res., Vol. 31, 1997:2573-2585
[177] F. A. Memon, Assessment of gully pot management strategies for runoff quality control using a dynamic model, The Science of the Total Environment, 295(2002): 115-129
[178] Thomas C. Siewicki, Environmental modeling and exposure assessment of sediment-associated fluoranthene in a small, urbanized, non-riverine estuary, Journal of Experimental Marine Biology and Ecology, 219(1997):71-94
[179] S. Dauphin, Influent flow control to increase the pollution load treated during rainy periods, Wat. Sci. Tech., Vol. 37, 1998:131-139
[180] Theodoruos Mavromatis, Interannual variability characteristics and simulated crop response of four stochastic weather generators, Agricultural and Forest Meteorology, 109(2001):283-296
[181] Sung-Ryong Ha, Mathematical modeling of long-term runoff load from rural watersheds, Wat. Sci. Tech., Vol. 31, 1995:37-46
[182] Wolfram Schluter, Modeling the outflow from a porous pavement, Urban Water, 4(2002):245-253
[183] F. H. S. Chiew, Modelling runoff and diffuse pollution loads in urban areas, Wat. Sci. Tech., Vol. 39, 1999:241-248
[184] Amir Taebi, Pollution loads in urban runoff and sanitary wastewater, Science of the Total Environment, 327(2004): 175-184
[185] Atsushi Ichiki, Prediction of runoff pollutant load considering characteristics of river basin, Wat. Sci. Tech., Vol. 33, 1996:117-126
[186] Robert M. Mulliss, The impacts of urban discharges on the hydrology and water quality of an urban watercourse, The Science of the Total Environment, 189/190(1996):385-390
[187] C. Valeo, Variable source area modelling in urbanizing watersheds, Journal of Hydrology, 228(2000):68-81
[188] S. E. Brun, Simulating runoff behavior in an urbanizing watershed, Computers, Environment and Urban Systems, 24(2000):5-22
[189] Zhang Haiping, Simulation of nonpoint source pollutant loadings from urban area during rainfall an application of a physically-based distributed model, Wat. Sci. Tech., Vol. 38, 1998:199-206
[190] Andreas Cassar, Modifications of rainfall runoff and decision finding models for on-line simulation in real time control, Wat. Sci. Tech., Vol. 39, 1999:201-207
[191] Christopher W. Corben, Nonpoint source runoff modeling A comparison of a forested watershed and an urban watershed on the South Carolina coast, Journal of Experimental Marine Biology and Ecology, 213 (1997): 133-149
[192] Jacob Carstensen, Prediction of hydraulic load for urban storm control of a municipal WWT plant, Wat. Sci. Tech., Vol. 37, 1998:363-370
[193] Nestor A. Campana, A multi-source approach to hydrologic parameter estimation in urban basins, Wat. Sci. Tech., Vol. 32, 1995:233-239
[194] Gail Montgomery Brion and Srinivasa Lingireddy, A neural network approach to identifying non-point sources of microbial contamination, Wat. Res.,Vol 32, 1999:3099-3106
[195] Kyung-Sook Choi, Parameter estimation for urban runoff modeling, Urban Water, 4(2002):31-41
[196] J. B. Eullis, Risk assessment approaches for ecosystem responses to transient pollution events in urban receiving waters, Chemosphere, 41 (2000): 85-91
[197] John Blanksby, A review of the UK approach to measuring the performance of combined sewer overflows, Urban Water, 4(2004): 191-198
[198] S. Yagi, Application of genetic algorithms and fuzzy control to a combined sewer pumping station, Wat. Sci. Teach., Vol. 39, 1999:217-224
[199] Martin Huebner, Characterisation of the performance of an off line storage tank, Wat. Sci. Tech.,Vol. 34,1996:25-32
[200] Ken J. Hall, Characterization and aquatic impacts of combined sewer overflows in greater vancouver British Columbia, Wat. Sci. Tech., Vol. 38, 1998:9-14
[201] Daniel Sztruhar, Comprehensive assessment of combined sewer overflows in Slovakia, Urban Water, 4(2002):237-243
[202] F. Diaz-Fierros T., Contaminant loads of CSOs at the wastewater treatment plant of a city in NW Spain, Urban Water, 4(2002):291-299
[203] Mingchuan Ruan, Continuous simulation of CSO emissions, Urban Water, 1(1999):201-205
[204] G. Vaes, Mathematical modeling of sewers under surcharge for real time control of combined sewer overflows, Wat. Sci. Tech., Vol. 39, 1999:57-64
[205] M. C. Gromaire, Contribution of different sources to the pollution of wet weather flows in combined sewers, Wat. Res., Vol. 35, 2001:521-533
[206] Sarah Jubb, Considering the impact of intermittent discharges when modelling overflows, Wat. Sci. Tech., Vol. 38,1998:23-30
[207] A. Welker, Effects of integrated stormwater management strategies on the combined sewer system and the wastewater treatment plant-river system, Wat. Sci. Tech., Vol. 39,1999:151-157
[208] H. K. Jorgensen, Quality control of rain data used for urban runoff systems, Wat. Sci. Tech., Vol. 37, 1998:113-120
[209] James Lau, Is combined sewer overflow spill frequency volume a good indicator of receiving water quality impact, Urban Water, 4(2002): 181-189
[210] Marie-Christine, Origins and characteristics of urban wet weather pollution in combined sewer systems the experimental urban catchment "Le Marais" in Paris, Wat. Sci. Tech., Vol. 37, 1998:35-43
[211] G. Chebbo, Production and transport of urban wet weather pollution in combined sewer systems the "Marais" experimental urban catchment in Paris, Urban Water, 3(2001):3-15
[212] Jovan Despotocic, Some considerations of urban drainage design practice using experimental data, Atmospheric Research, 42(1996):279-292
[213] G. Vaes, The impact of rainwater reuse on CSO emissions, Wat. Sci. Tech., Vol. 39, 1999:57-64
[214] F. Sieker, On-site stormwater management as an alternative to conventional sewer systems a new concept spreading in Germany, Wat. Sci. Tech., Vol. 38, 1998:65-71
[215] G Vaes, The effect of rainwater storage tanks on design storms, Urban Water, 3(2001):303-307
[216] B. Faulkner, The control of surface water runoff from new development, Urban Water, 1(1999):207-215
[217] Andreas Petruck, Advanced real time control of a combined sewer system, Wat. Sci. Tech., Vol. 37, 1998:319-326
[218] Michael Weyand, Real-time control in combined sewer systems in Germany—some case studies, Urban Water, 4(2002):347-354
[219] W.Rauch, Correlation of combined sewer overflow reduction due to real-time control and resulting effect on the oxygen concentration in the river, Wat. Sci. Tech., Vol. 37, 1998:69-76
[220] Michael Jorgensen, General assessment of potential CSO reduction by means of real time control, Wat. Sci. Tech., Vol. 32, 1995:249-257
[221] G. Cembrano, Optimal control of urban drainage systems. A case study, Control Engineering Practice, 12(2004):1-9
[222] Andreas Wagner, New criteria for stormwater discharges into urban streams, Wat. Sci. Tech., Vol.34, 1996:41-48
[223] Pavel Hajda, Simple feedback logic, genetic algorithms and artificial neural networks for real-time control of a collection system, Wat. Sci. Tech., Vol. 38, 1998:187-195
[224] A. L. L. Rede, Simulation model for real-time decision support in controlling the impacts of storm sewage discharges, Wat4. Sci. Tech., Vol. 39, 1999:225-233, 96(1999):85-101
[225] Morten Grum, Uncertainty in return period analysis of combined sewer overflow effects using embedded Monte Carlo simulations, Wat. Sci. Tech., Vol. 39, 1999:233-240
[226] M. C. Gromaire, The quality of street cleaning waters comparison with dry and wet weather flows in a Parisian combined sewer system, Urban Water, 2(2000):39-46
[227] 雒文生.水环境分析及预测,第1版,武汉:武汉大学出版社,2000[35]
[228] 李炜.环境水力学进展,第1版,武汉:武汉水利电力大学出版社,1999
[229] 黄真理.中国环境水力学,第1版,北京:中国水利电力出版社,2002
[230] 汪斌,水环境保护与管理文集,第1版,郑州:黄河水利出版社,2002
[231] 李晓涓.浅议城市水环境总体规划,给水排水,2000(11),第26卷,第 12期:4-7[7]
[232] 陈淑敏,楼劲英.关于加强北京城市水环境科学化管理的建议,北京水利,2002(5),第5期:34-35
[233] 铃木正彦[日]著,于凤林译.水环境整治计划的决策,国土与自然资源研究,1996,第2期:73-76
[234] 汪斌.水环境保护与管理文集,第1版,郑州:黄河水利出版社,2002,26卷,第4期:114-118
[235] 周密等编著.环境容量.长春:东北师范大学出版社,1987
[236] 劳期团编著.环境管理实用技术方法.北京:中国环境科学出版社,1994
[237] 张承中编著.环境管理的原理和方法.北京:中国环境科学出版社,1997
[238] 姚国金等.水环境容量计算中不平均系数求解方法探讨,人民珠江,2000,第2期:47-50
[239] 徐贵泉等.感潮河网水环境容量影响因素研究,水利学进展,2000(12),第11卷,第4期:375-380
[240] 胡国华等.黄河孟津—花园口河段水环境容量研究,水资源保护,2002,第1期:26-28
[241] 杨文龙,杨常亮.滇池水环境容量模型研究及容量计算结果,云南环境科学,2002(9),第21卷,第3期:20-23
[242] 姜海萍等.珠江河口治理工程对水环境容量的影响研究,河海大学学报,2001(1),第29卷,第1期:93-95
[243] 李红鹰等.松花江哈尔滨江段功能区水环境容量及可达性分析,黑龙江环境通报,2000,第24卷,第2期:35-37
[244] 罗旭升.大王滩水库水环境容量分析计算,广西水利水电,2001(4):37-39
[245] 龚若愚,周源岗.柳江柳州段水环境容量研究,水资源保护,2001(3),第1期(总第63期):31-32
[246] 刘岩,人为水环境再造效益分析__以石家庄引水入市工程为例,河北师范大学学报(自然科学版),2000(1):119-121
[247] 朱国伟.区域水环境经济投入、收入的研究,环境导报,1997(1)
[248] 毕军等.水环境污染恢复费用的核算及其应用,中国环境科学,1998,第18卷:59-65
[249] 胡廷兰等.一种水污染损失经济计量模型及其应用,北京师范大学学报(自然科学版),2000(10),第36卷,第5期:706-710
[250] 刘维城.我国城市水污染控制技术经济政策,给水排水,1999(10),第25卷,第10期:1-4
[251] 辛琨,陈涛.水污染损失估算与治理水污染生态效益实例分析,应用生态学报,1998(10),第9卷,第5期:529-532
[252] 程红光,杨志峰.城市水污染损失的经济计量模型,环境科学学报,2001(5),第21卷,第3期:318-322
[253] 李长兴.水环境价值理论初探,中国环境管理,2002(4),第2期:14-16
[254] 王红瑞,王岩.北京水价政策的模拟
[255] 曹瑞钰,顾国维.水环境治理工程费用优化模型,同济大学学报,1997(10),第25卷,第5期:548-552
[256] 傅国伟,曾思育.水价与水环境的相互影响关系,中国给水排水,1999,第15卷,第4期:33-34
[257] 蒋火华,梁德华等.河流水环境质量综合评价方法比较研究,干旱环境监测,2000(3):139-142
[258] 李兰计.水环境质量现状综合评价方法研究,中国煤田地质,1997(3):48-54
[259] 林履端.水环境质量评估的数学模型,福州师专学报(自然科学版),1998(2):1-6
[260] 金菊良,杨晓华等,水环境质量综合评价的新模型,中国环境监测,2000(4):42-46
[261] 阳洁,李祚泳.水环境质量的损害指数评价方法及其实例研究.技术经济与管理研究,2001(1):45-46
[262] 李祚泳,邓新民.人工神经网络在水环境质量评价中的应用,中国环境监测,1996(2):36-39
[263] 李俊然,陈利顶等.于桥水库流域地表水非点源N时空变化特征,地理科学,2002(2):238-242
[264] 施为光.四川省清平水库流域非点源污染负荷计算,重庆环境科学,2000(2):33-36
[265] 董维红.我国农村水环境非点源污染研究进展,世界地质,2002(1):57-62
[266] 李怀恩.估算非点源污染负荷的平均浓度法及其应用,环境科学学报,2000(4):397-400
[267] 洪小康,李怀恩.水质水量相关法在非点源污染负荷估算中的应用,西安理工大学学报,2000(4):384-386
[268] 张志飞,邹阿金等.非点源污染径流单位质量响应模型的参数识别,湘潭矿业学院学报,1998(3):65-69
[269] 郭同.面污染源对地表水体污染模式的探讨,兰州铁道学院学报,1997(1):34-37
[270] 苗万强,李广义等.讷河市面污染源治理对策.黑龙江环境通报,2000(1):16-18
[271] 吴华,刘晓东.讷河市面污染的危害及其防治对策.水利科技与经济,1997(2):88-89
[272] 李怀恩.透水性流域非点源产污模型的初步研究,水利学报,1998(2):16-19
[273] 杨爱玲,朱颜明.地表水环境非点源污染研究,环境科学进展,1999(5):60-67
[274] 赵孟芹,侯炳江等.浅析非点源污染对雨洪过程中的水质影响,黑龙江水专学报,1999(2):27-30
[275] 任磊,黄廷林.水环境非点源污染的模型模拟,西安建筑科技大学学报(自然科学版)2002(1):9-13
[276] 杨文龙,杨树华.滇池流域非点源污染控制区划研究,湖泊科学,1998(3):55-60
[277] 刘长礼,张宏斌.丹江上游非点源污染分析,长江职工大学学报,2001(2)
[278] 施为光.四川省清平水库流域非点源污染负荷计算,重庆环境科学,2000(2):33-36
[279] 郑一,王学军.非点源污染研究的进展与展望,水科学进展,2002(1):105-110
[280] 张志飞,邹阿金.非点源污染径流单位质量响应模型的参数识别
[281] 王文圣等.小波分析及其在日流量过程随机模拟中的应用,水利学报,2000(11),第11期:43-48
[282] 衡彤等.基于小波变换的组合随机模型及其在径流随机模拟中的应用,水电能源科学,2002(3),第20卷,第1期:15-17
[283] Y.Oussar and I.Rivals, Training wavelet networks for nonlinear dynamic input-output modeling, Neurocomputing, 1998(20): 173-188
[284] Robin Wardle, Computer optimization for better water allocation, Agricultural Water Management, 1999(40): 65-70
[285] 刘志刚,王晓茹等.小波变换、神经网络和小波网络的函数逼近能力分析与比较,电力系统自动化,2002(20):3944
[286] 陈涛,屈梁生.多分辨小波网络的理论及应用,中国机械工程,1997(8):57-59
[287] 吕立华,宋执环等.用于在线辨识非线性系统的可变正交小波网络,电路与系统学报,2000(4):43-47
[288] 何永勇,褚福磊等.递阶进化算法的小波网络在设备状态预测中的应用,清华大学学报(自然科学版)2002(6):754-757
[289] 王群仙,李少远.小波分析及其在控制中的应用,控制与决策,2000(4):385-389
[290] 赵永龙,丁晶.相空间小波网络模型及其在水文中长期预测中的应用,水科学进展,1998(3):252-257
[291] 袁旭梅,韩文秀等.基于小波网络的协调发展调控研究,系统工程学报,2000(2):143-147
[292] 刘晓斌.小波网络在时间序列分析中的应用,预测,1998(3):41-43
[293] 王群仙,陈增强等,基于小波网络的非线性系统建模与控制,控制与决策,1999(4):359-363
[294] 梁峰,谭永红.用小波神经网络进行非线性系统辨识,桂林电子工业学院学报,2000(1):18-22
[295] Yves Nievergelt.. Wavelets made easy. Boston: Birkhanser, c1999
[296] Artificial neural networks in hydrology Dordrecht Kluwer Academic Publishers, c2000
[297] 阎平凡,张长水.人工神经网络与模拟进化计算.北京:清华大学出版社,2000
[298] 谭炳卿著.水文模型与参数识别.北京:中国科学技术出版社,1998.169-176
[299] 薛禹群,朱学愚等.地下水动力学.北京:地质出版社,1979
[300] 曹万金.地下水资源计算与评价.北京:水利电力出版社,1987.97-109
[301] 张顺联.地下水动力学.北京:水利电力出版社,1992.84-94
[302] 古自纯.地下水动力学.北京:地质出版社,1986.209-215
[303] 刘宝碇,随机规划与模糊规划,第1版,北京:清华大学出版社,1998
[304] 张欣莉,丁晶等.基于遗传算法的参数投影寻踪回归及其在洪水预报中的应用,水利学报,2000(6):45-48
[305] 汪秉文,康小海等.遗传算法在MATLAB环境中的应用,武汉汽车工业大学学报,1999(6):25-28
[306] 赵远东,郭光等.人工神经网络与遗传算法结合的时间序列预测模式,南京气象学院学报1997(3):375-380
[307] 丁晶,金菊良等.基因算法在水科学中的应用,人民长江,1999(30)(增刊)
[308] 高宏,王浣尘等.基因算法在水利电力系统优化问题中的应用综述,水科学进展,1998(4):396-401
[309] 王文远.用基因算法求管网经济管径,给水排水,1997(12):22-25
[310] 金菊良,杨晓华等.加速基因算法及其在水库计算中的应用,水电能源科学,1997(3):57-60
[311] 金菊良,杨晓华等.基因算法在环境优化问题中的应用,四川环境,1997(4):59-63
[312] 黄国如,胡和平等.基于遗传算法的扩散波洪水演算参数的确定方法,水文,2002(1):8-11
[313] 黄国如,胡和平等.基于遗传算法的水污染控制系统规划,2002(4):551-554
[314] 蔡明,白丹.遗传算法在水污染控制系统最优化规划中的应用,2002(1):58-61
[2] 牛文元著.持续发展导论.北京:科学出版社,1997
[3] 刘江主编.中国可持续发展战略研究.北京:中国农业出版社,2001
[4] 于琪洋.加强城市雨洪资源利用 保障城市可持续发展,水利发展研究,2002,第2卷,第3期:12-14
[5] 郑怀礼,龙腾锐等.论可持续发展战略与水污染控制系统规划,世界科技研究与发展,1998(6):26-29
[6] 钱易.中国城市水资源可持续开发利用,第1版,北京:中国水利水电出版社,2002
[7] 张忠祥.城市可持续发展与水污染防治对策,第1版,北京:中国建筑工业出版社,1998
[8] 吴文桂,城市水资源评价及开发利用,第1版,南京:河海大学出版社,1988
[9] 奥吉尼斯·布瑞汉特,艾德·弗兰科著.城市环境管理与可持续发展.北京:中国环境科学出版社,2003
[10] 杨士弘等编著.城市生态环境学.北京:科学出版社,1996
[11] 沈清基编著.城市生态与城市环境.上海:同济大学出版社,1998
[12] 戴天兴编著.城市环境生态学.北京:中国建材工业出版社,2002
[13] 孔繁德,张明顺著.城市生态环境建设与保护规划.北京:中国环境科学出版社,2001
[14] 刘耀林,刘艳芳,梁勤欧编著.城市环境分析.武汉:武汉测绘科技大学出版社,1999
[15] 张一平,城市化与城市水环境,城市环境与城市生态,1998(2):20-22
[16] 李长兴,城市水文的研究现状与发展趋势,人民珠江,1998(4),第4期:9-12
[17] 高云福.城市化发展与水系统的演变,城市勘测,1998(3)
[18] 丹保宪仁.水文大循环和城市水环境代谢,给水排水,2002(6):1-5
[19] 许晓彤.城市水环境的思考,安徽水利水电职业技术学院学报,2002(3):1-4
[20] 李养龙,赵凯等.城市化发展面临的水文问题,山西水利科技,2001(4):86-88
[21] 朱元生著.城市水文学,第1版,北京:中国科学技术出版社,1987
[22] 周乃晟.城市水文学概论,第1版,上海:华东师范大学出版社,1995
[23] 戚以政,汪叔雄编著.生化反应动力学与反应器.北京:化学工业出版社,1996
[24] 吴雄勋.城市水环境污染控制,第1版,南京:东南大学出版社,1989
[25] 钱易.中国城市水资源可持续开发利用,第1版,北京:中国水利水电出版社,2002
[26] 刘维城.我国城市水污染控制技术经济政策,给水排水,1999(10),第25卷,第10期:1-4
[27] 铃木正彦[日]著,于凤林译.水环境整治计划的决策,国土与自然资源研究,1996,第2期:73-76
[28] 于琪洋.加强城市雨洪资源利用 保障城市可持续发展,水利发展研究,2002,第2卷,第3期:12-14
[29] 苏泽群等.建设生态城市 走向生态文明,城市环境与城市生态,2001(6),第14卷,第3期:37-39
[30] 苏泽群.扬州建设生态城市 崇尚生态文明,环境导报,2001(4):8-10
[31] 盛学良,黄文萍.水环境资源管理措施探讨,重庆环境科学,1996(1):7-10
[32] 冉星彦.浅论城市水环境的治理,北京水利,2001(4):12-14
[33] 赵群.福州市水资源及水环境问题探讨,水资源保护,2001(3):49-51
[34] 陈荷生.太湖流域城市水环境综合治理,现代城市研究,2000(5):34-38
[35] 朱喜.调水改善无锡城市水环境探讨,水资源保护,2002(2):57-59
[36] 康瑛.杭州市防洪体系现状及规划,浙江水利水电专科学校学报,2001(2):27-30
[37] 俞益桂,张林喜.新昌县城市水环境整治的探索与实践,浙江水利科技增刊2001:112-113
[38] 陈雁,冯效毅等.内秦淮河水环境整治方案探讨,江苏环境科技,2000(3):
[39] 杨昂,杜云雁等.连云港市水环境整治规划研究,城市环境与城市生态,1997(2):36-39
[40] 李晓涓.浅议城市水环境总体规划,给水排水,2000(11),第26卷,第12期:4-7[7]
[41] 陈淑敏,楼劲英.关于加强北京城市水环境科学化管理的建议,北京水利,2002(5),第5期:34-35
[42] 金菊良.水资源系统工程,第1版,成都:四川科学技术出版社,2002
[43] 左玉辉.环境系统工程,第1版,南京:南京大学出版社,1985
[44] 侯克复.环境系统工程,第1版,北京:北京理工大学出版社,1992
[45] 韦鹤平.环境系统工程,第1版,上海:同济大学出版社,1993
[46] 袁鹏等.非参数解集模型在汛期日径流随机模拟中的应用,四川大学学报(工程科学版),2000(11),第32卷,第6期:11-14
[47] 金菊良,杨晓华等.基因算法在环境优化问题中的应用,四川环境,1997(4):59-63
[48] 王文圣等.小波分析及其在日流量过程随机模拟中的应用,水利学报,2000(11),第11期:43-48
[49] 史世平.随机模拟在水文风险分析中的应用,水利水电工程设计,2001,第20卷,第3期:18-22
[50] 朱廷举,胡和平.基于随机模拟何模糊聚类的水文干旱特性分析,2001,第41卷,第8期:103-106
[51] 尹正杰等.灌区灌溉需水量的随机模拟,中国农村水利水电,2001,第11期:19-21
[52] 衡彤等.基于小波变换的组合随机模型及其在径流随机模拟中的应用,水电能源科学,2002(3),第20卷,第1期:15-17
[53] 张欣莉,丁晶等.基于遗传算法的参数投影寻踪回归及其在洪水预报中的应用,水利学报,2000(6):45-48
[54] 张欣莉,丁晶等.投影寻踪回归在紫坪埔洪水预报中的应用.四川大学学报(工程科学版)2000(2):22-24
[55] 赵永龙,丁晶.相空间小波网络模型及其在水文中长期预测中的应用,水科学进展,1998(3):252-257
[56] 周玉文.雨水管网设计理论与计算,第1版,北京:中国农业科技出版社, 1996
[57] 陈斌,沿江城市排涝计算方法探讨,福建建筑,1998,总第57期:54-55
[58] 谢明涛,蚌埠市老城区排涝设计的探讨,2000(4),安徽建筑:89
[59] 王洪云,陈金荣.广州市排涝规划设计流量分析,中国给水排水,1998,第14卷,第4期:28-30
[60] 徐建初.深圳市罗雨排涝泵站设计,给水排水,1998,第24卷,第2期:6-8
[61] 邝铁池.广州市排涝工程现状与对策,中国给水排水,2001,第17卷,第9期:29-31
[62] 汪广丰,南京市城市排涝设施现状与对策,中国市政工程,2001(9),第3期(总第94期):44-46、34
[63] 戴慎志,陈践编著.城市给水排水工程规划.合肥:安徽科学技术出版社,1999
[64] 孙慧修.排水工程,第3版,北京:中国建筑工业出版社,1999
[65] 肖贵清,黄荣华等.平原湖区排涝水文计算问题研究,水文,1998(4):43-46
[66] 宋序彤,中国城市供水排水发展特征及对策,中国给水排水,2000,第16卷,第1期:21-25
[67] 陈斌.城市排涝与排水研究,中国农村水利水电(农田水利与小水电),1997,第2期:33-36
[68] 杨忠军等.城市排涝与排水研究,2001(9),第28卷,第3期:67-68
[69] 金光炎.城市设计暴雨频率计算问题,水文,2000(2):14-18
[70] 陈斌.福建省城区排涝标准及计算方法,中国给水排水,1999,第15卷,第2期:31-33
[71] Edited by Cedo Maksimovic and Jose Alberto Tejada-Guibert.. Frontiers in urban water management. London IWA Publishing, c2001
[72] Larry W. Mays, Editor in chief. Stormwater collection systems design handbook, New York McGraw-Hill, c2001
[73] 英霍夫.城市排水工程手册,第1版,北京:中国建筑工业出版社,1989
[74] 诺沃特尼.Karl Imhoff城市排水和污水处理手册,第1版,北军:中国建筑工业出版社,1992
[75] 周乃晟.城市水文学概论,第1版,上海:华东事发大学出版社,1995
[76] 朱元珄.城市水文学,第1版,北京:中国科学技术出版社,1987
[77] 王文远,王超.国内外城市排水系统的回顾与展望,水利水电科技进展,1997(6):8-11
[78] 王文远,王超.国外城市排水系统的发展与启示,中国给水排水,1998(2):45-47
[79] 张杰.城市排水系统的现代观,中国工程科学,2001(10):33-35
[80] 徐向阳.平原城市雨洪过程模拟,水利学报,1998(8),第8期:34-37
[81] 张建新.惠士博,利用降雨入渗产流分析原理和Nash单位线汇流方法进行排涝模数计算的研究水文,2002(3):1-5
[82] 刘俊,徐向阳.城市雨洪模型在天津市区排水分析计算中的应用,海河水利,2001(1):9-11
[83] 刘俊.城市雨洪模型研究,河海大学学报,1997(6):20-24
[84] 钟登华,李文颖.城市洪水预报及分析模型研究,河北水利水电技术,2001(2):8-10
[85] 周玉文,戴书健.城市排水系统非恒定流模拟模型研究,北京工业大学学报,2001(1):84-86
[86] 金华,刘立博等,城市水文站网规划与设计,东北水利水电,2001(5):30-32
[87] 李树平.城市化对城市降雨径流的影响及城市雨洪控制,中国市政工程,2002(9),第3期(总第99期):35-37、67
[88] 刘仲桂.城市防洪排涝工程的价值工程分析,水利科技与经济,1997(3),第3卷,第1期:20-22
[89] 徐贵,黎春.洞庭湖区排涝系统经济模型研究,湖南水利,1998(3):29-31
[90] 胡尧文等,试论水库功能调整和蓄水面在城市防洪排涝中的重要性,浙江水利水电专科学校学报,2001(9),第13卷,第3期:19-21
[91] 黄松联,邹林甫.有蓄涝容积的排涝站设计排涝流量的简化计算,江西水利科技,2000(9)第26卷,第3期:167-170
[92] 于琪洋.加强城市雨洪资源利用 保障城市可持续发展,水利发展研究,2002,第2卷,第3期:12-14
[93] 杨明松,平原水网地区城市排水规划问题研究,城市规划,2001(9):68-71
[94] 张洪国等.大庆防洪排涝微机控制与管理系统,给水排水,1998,第24卷,第9期:25-27
[95] 崔远来等.北京城市雨洪系统实时调度的模型与方法,武汉水利电力大学学报,1998(12),第31卷,第6期:16-21
[96] 徐向阳,刘俊.无锡市城区排水管理系统,给水排水,1997(12):13-14
[97] 汤莉,王颖等.计算机水力学模型在城市排水管理中的应用,中国市政工程,2000(3):43-47
[98] 孙慧修.排水工程,第3版,北京:中国建筑工业出版社,1999
[99] 戴慎志,城市给水排水工程规划,第1版,合肥:安徽科学技术出版社,1999
[100] 英霍夫,城市排水工程手册,第1版,北京:中国建筑工业出版社,1989
[101] 奉桂红等.深圳市实施排水系统分流制的探讨,中国给水排水,2002,第18卷,第10期:24-26
[102] 杨忠军,于长海.旧合流制排水管渠系统的改造,黑龙江水专学报,2002(6),第29卷,第2期:79-80
[103] 杨根权,崔丽琴.浅谈旧合流制排水管渠系统的改造,给水排水,2001,第27卷,第5期:8-10
[104] 彭翼,李宝伟.深圳特区雨污合流问题的成因及对策探讨,给水排水,第25卷,第10期:30-32
[105] 王林锁,秦菊芳等.新型截流式城市污水系统最优控制研究,水科学进展,2000(3):247-254
[106] 李树平.浅议城市排水体制中的几个问题,中国市政工程增刊2002:53-55
[107] 慈增福.谈城市排水体制的选择和实施,当地建设,2000(6):54
[108] 傅斌,张智等.城市排水系统改造方案的综合评价方法探讨,重庆建筑大学学报,1999(3):65-69
[109] 陈策,田长勋等.关于城市排水体制的思考__从平顶山市污水处理工程湛河治理污水截流谈起,河南城建高等专科学校学报,2000(1):23-25
[110] 龙腾锐,姜问超.三峡库城镇排水体制选择,重庆环境科学,1999,第21卷,第1期:3-7
[111] 冯生华.新建地区排水系统应因地制宜选用分流或合流制,中国市政工程,2001(12),第4期(总第95期):40、45
[112] 王文远,阮晓红等.污水截流工程中截流倍数选择的研究,给水排水,1997(10):24-26
[113] 赵剑强.城市地表径流污染与控制,第1版,北京:中国环境科学出版社,2002
[114] Adachi A. and Kobayashi T., Formaldehyde Level in RainWater from Kobe City in Japan, Bull.Environ.Contam.Toxical.,1996 (57): 556—559
[115] Deletie A. B. and Maksimovie C. T., Evaluation of WaterQuality Factors in Storm Runoff from Paved Areas. J. of Envir. Engrg, ASCE, 1998(9): 869—879
[116] Wu J. S., Allan C. J., etal., Characterization and Pollutantloading Estimation for Highway Runoff. J. Envir. Engrg., ASCE, 1998, 124(7): 584—592
[117] Sansaloneb J. J. and Buchberger S. G., Partitioning and FirstFlush Of Metals in Urbun Roadway Storm Water. J. Of Envir. Engrg., ASCE, 1997 (2): 134—143
[118] Adachi A., Okiayu M., Nishikawa A.and Kobayashi T., Metal levels in Rain Water from Kobe City in Japan, Bull. Environ. Contain. Toxical., 1998 (60): 892—897
[119] John Blanksby, A review of the UK approach to measuring the performance of combined sewer overflows, Urban Water, 4(2004):191-198
[120] M. C. Gromaire-Mertz, Characterisation of urban runoff pollution in Paris, Wat. Sci. Tech., Vol. 39, 1999:1-8
[121] Atsushi Ichhiki, Estimation of urban nonpoint source pollution in Lake Biwa Basin, Wat. Sci. Tech., Vol. 38, 1998:157-163
[122] P. C. Vanmetre, The contribution of particles washed from rooftops to contaminant loading to urban streams, Chemosphere, 52(2003): 1727-1741
[123] Jurgen Forster, Variability of roof runoff quality, Wat. Sci. Tech., Vol. 39, 1999:197-144
[124] Benjamin O. Brattebo, Long-term stormwater quantity and quality performance of permeable pavement systems, Water Research, 37(2003):4369-4376
[125] P. J. Skipworth, The first foul flush in combined sewers an investigation of the causes, Urban Water, 2(2000):317-325
[126] J. Vaze, Experimental study of pollutant accumulation on an urban road surface, Urban Water, 4(2002):379-389
[127] J. H. Lee, First flush effects in an urban catchment area in Aalborg, The Science of the Total Environment, 293 (2002): 163-175
[128] Fabrice Rollriguez, Surface runoff in urban catchments morphological identification of unit hydrographs from urban databanks, Jumal of Hydrology, 283 (2003): 146-168
[129] James T. Smullen, Updating the U.S. Nationwide Urban runoff quality data base, Wat. Sci. Tech., Vol. 39, 1999:9-16
[130] Gwenael Ruban, Continuous measurement of pollution due to urban effluents under wet conditions using optical systems, Wat. Sci. Tech., Vol. 32,1995:241-247
[131] Bo B.Lind, Hydrological data monitoring for urban stormwater drainage systems, Ecological Engineering, 5(1995):533-539
[132] P.C. Kyriakidis, A spatial time series framework for simulating daily precipitation at regional scales, Journal of Hydrology, 297(2004):236-255
[133] J.W. Skiles, A stochastic weather generation model for Alaska, Ecological Modeling, 110(2003):269-282
[134] D. S. Wilks, Multisite generalization of a daily stochastic precipitation generation model, Journal of Hydrology, 210(1998): 178-191
[135] R. Wojcik, Simulation of 6-hourly rainfall and temperature by two resampling schemes, Journal of Hydrology, 273(2003):69-80
[136] D. S. Wilks, Simultaneous stochastic simulation of daily precipitation, temperature and solar radiation at multiple sites in complex terrain, Agricultural and Forest Meteorology,
[137] Bryson C. Bates, Stochastic downscaling of numerical climate model simulations, Environmental Modelling & Software, 13 ( 1998):325-331
[138] E Willems, Stochastic generation of spatial rainfall for urban drainage areas, Wat. Sci. Tech., Vol. 39, 1999:23-30
[139] Christian Roux, Space-time heterogeneities of rainfalls on runoff over urban catchments, Wat. Sci. Tech., Vol. 32, 1995:209-215
[140] Sveirm T. Thorolfsson, A new direction in the urban runoff and pollution management in the city of Bergen, Norway, Wat. Sci. Tech., Vol 38, 1998:123-130
[141] Ian Clifforde, The UK response to the challenge of Urban stormwater management, Wat. Sci. Tech., Vol. 32, 1995:177-183
[142] David Butler, Towards sustainable urban drainage, Wat. Sci. Tech., Vol. 35, 1997:53-63
[143] Larry A. Roesner, Urban runoff pollution-summary thoughts - the state-of-practice today and for the 21st century, Wat. Sci. Tech., Vol. 39, 1999:353-360
[144] M. J. Branne, Best management practices applied to urban runoff quantity and quality control, Wat.,Sci. Tech., Vol 39, 1999:117-121
[145] R. Mehler, Comparison of the efficiency of best stormwater management practices in urban drainage systems, Wat. Sci. Tech., Vol.39,1999:269-276
[146] Jean-Luc Bertrand-Krajewski, Need for improved methodologies and measurements for sustainable management of urban water systems, Environmental Impact Assessment Review, 20(2000):323-331
[147] Erik Ristenpart, Planning of stormwater management with a new model for drainage best management practices, Wat. Sci. Tech., Vol. 39, 1999:253-260
[148] David Butler, Towards sustainable urban drainage, Wat. Sci. Tech., Vol. 35, 1997:53-63
[149] Jun Ho Lee, Characterization of urban stormwater runoff, Wat. Sci. Tech., Vol. 34, 2000:1773-1780
[150] J. Vaze, Experimental study of pollutant accumulation on an urban road surface, Urban Water, 4(2002):379-389
[151] Torben Larsen, First flush analysis of urban storm runoff, Wat. Sci. Tech., Vol. 37, 1998:251-257 [87] D.J. Robertson, A statistical approach to urban runoff pollution modeling, Applied Geochemistry, 18(2003):269-282
[152] J. H. Lee, First flush effects in an urban catchment area in Aalborg, The Science of the Total Environment, 293(2002):163-175
[153] K. Arnbjerg-Nielsen, Prediction of hydrological reduction factor and initial loss in urban surface runoff from small ungauged catchments, Atmosphere Research, 42(1996):137-147
[154] Kapil Gupta, Specific relationships for the first flush load in combined sewer flows, Wat. Res., Vol. 30, 1996:1244-1252
[155] Agnes Saget, The first flush in sewer systems, Wat. Sci. Tech., Vol. 33, 1996:101-108
[156] Ana Deletic, The first flush load of urban surface runoff, Wat. Res., Vol. 32, 1998:2462-2470
[157] P. J. Skipworth, The first foul flush in combined sewers an investigation of the causes, Urban Water, 2(2000):317-325
[158] P. Harremoes, Impact of rain runoffon oxygen in an urban river, Wat. Sci. Tech., Vol. 34, 1996:41-48
[159] Ana Tomanovic, Improved modelling of suspended solids discharge from asphalt surface during storm event, Wat. Sci. Tech., Vol. 33, 1996:363-369
[160] E M. Menezes, Improvement of the surface water quality in the Berlin region, Powder Technology, 88(1996):27-31
[161] Aminnddin Ab. Ghani, Sediment size characteristics of urban drains in Malaysian cities, Urban Water, 2(2000):335-341
[162] G. Johann, Historical precipitation time series for applications in urban hydrology, Wat. Sci.Tech., Vol. 37, 1998:147-153
[163] Pratrick L. Brezonik, Analysis and predictive models of stormwater runoff volumes, loads, and pollutant concentrations from watersheds in the Twin Cities metropolitan area, Minnesota, USA, Water Research, 36(2002):1743-1757
[164] Zhang Haiping, Estimation for urban runoff quality modeling, Wat. Sci. Tech., Vol. 38, 1998:49-54
[165] M. Zug, HORUS a conceptual model of pollution simulation in sewer networks, Wat. Sci. Tech., Vol. 39, 1999:31-38
[167] M. Zug, Pollution wash-off modelling on impervious surfaces calibration, validation, transposition, Wat. Sci. Tech., Vol. 39, 1999:17-24
[168] M. H. Hsu, Inundation simulation for urban drainage basin with storm sewer system, Journal of Hydrology, 234(2000):21-37
[169] S. Djordjecie, An approach to simulation of dual drainage, Wat. Sci. Tech., Vol. 39, 1999:95-103
[170] Morten Grum, Incorporating concepts from physical theory into stochastic modelling of urban runoff pollution, Wat. Sci. Tech., Vol. 37, 1998:179-185
[171] A. Pfister, An integrated approach for improving the wastewater discharge and treatment systems, Wat. Sci. Tech., Vol.37, 1998:341-346
[172] Vladimir Krejci, Integrated approach to the point-non point-pollution abatement in urban drainage, Wat. Sci. Tech., Vol. 33, 1996:9-15
[173] W. Al-Sabhan, A real-time hydrological model for flood prediction using GIS and the WWW, Comput., Environ. and Urban Systems, 27(2003):9-32
[174] T.V. Hromadka Ⅱ, An integrated stormwater management GIS software system, Environmental Software, Vol. 11, 1996:209-219
[175] A. Welker, Effects of integrated stormwater management strategies on the combined sewer system and the wastewater treatment plant-river system, Wat. Sci. Tech., Vol. 39,1999:151-157
[176] Vladimir Novotny, Ascertaining aquatic ecological risks of urban stormwater discharges, Wat. Res., Vol. 31, 1997:2573-2585
[177] F. A. Memon, Assessment of gully pot management strategies for runoff quality control using a dynamic model, The Science of the Total Environment, 295(2002): 115-129
[178] Thomas C. Siewicki, Environmental modeling and exposure assessment of sediment-associated fluoranthene in a small, urbanized, non-riverine estuary, Journal of Experimental Marine Biology and Ecology, 219(1997):71-94
[179] S. Dauphin, Influent flow control to increase the pollution load treated during rainy periods, Wat. Sci. Tech., Vol. 37, 1998:131-139
[180] Theodoruos Mavromatis, Interannual variability characteristics and simulated crop response of four stochastic weather generators, Agricultural and Forest Meteorology, 109(2001):283-296
[181] Sung-Ryong Ha, Mathematical modeling of long-term runoff load from rural watersheds, Wat. Sci. Tech., Vol. 31, 1995:37-46
[182] Wolfram Schluter, Modeling the outflow from a porous pavement, Urban Water, 4(2002):245-253
[183] F. H. S. Chiew, Modelling runoff and diffuse pollution loads in urban areas, Wat. Sci. Tech., Vol. 39, 1999:241-248
[184] Amir Taebi, Pollution loads in urban runoff and sanitary wastewater, Science of the Total Environment, 327(2004): 175-184
[185] Atsushi Ichiki, Prediction of runoff pollutant load considering characteristics of river basin, Wat. Sci. Tech., Vol. 33, 1996:117-126
[186] Robert M. Mulliss, The impacts of urban discharges on the hydrology and water quality of an urban watercourse, The Science of the Total Environment, 189/190(1996):385-390
[187] C. Valeo, Variable source area modelling in urbanizing watersheds, Journal of Hydrology, 228(2000):68-81
[188] S. E. Brun, Simulating runoff behavior in an urbanizing watershed, Computers, Environment and Urban Systems, 24(2000):5-22
[189] Zhang Haiping, Simulation of nonpoint source pollutant loadings from urban area during rainfall an application of a physically-based distributed model, Wat. Sci. Tech., Vol. 38, 1998:199-206
[190] Andreas Cassar, Modifications of rainfall runoff and decision finding models for on-line simulation in real time control, Wat. Sci. Tech., Vol. 39, 1999:201-207
[191] Christopher W. Corben, Nonpoint source runoff modeling A comparison of a forested watershed and an urban watershed on the South Carolina coast, Journal of Experimental Marine Biology and Ecology, 213 (1997): 133-149
[192] Jacob Carstensen, Prediction of hydraulic load for urban storm control of a municipal WWT plant, Wat. Sci. Tech., Vol. 37, 1998:363-370
[193] Nestor A. Campana, A multi-source approach to hydrologic parameter estimation in urban basins, Wat. Sci. Tech., Vol. 32, 1995:233-239
[194] Gail Montgomery Brion and Srinivasa Lingireddy, A neural network approach to identifying non-point sources of microbial contamination, Wat. Res.,Vol 32, 1999:3099-3106
[195] Kyung-Sook Choi, Parameter estimation for urban runoff modeling, Urban Water, 4(2002):31-41
[196] J. B. Eullis, Risk assessment approaches for ecosystem responses to transient pollution events in urban receiving waters, Chemosphere, 41 (2000): 85-91
[197] John Blanksby, A review of the UK approach to measuring the performance of combined sewer overflows, Urban Water, 4(2004): 191-198
[198] S. Yagi, Application of genetic algorithms and fuzzy control to a combined sewer pumping station, Wat. Sci. Teach., Vol. 39, 1999:217-224
[199] Martin Huebner, Characterisation of the performance of an off line storage tank, Wat. Sci. Tech.,Vol. 34,1996:25-32
[200] Ken J. Hall, Characterization and aquatic impacts of combined sewer overflows in greater vancouver British Columbia, Wat. Sci. Tech., Vol. 38, 1998:9-14
[201] Daniel Sztruhar, Comprehensive assessment of combined sewer overflows in Slovakia, Urban Water, 4(2002):237-243
[202] F. Diaz-Fierros T., Contaminant loads of CSOs at the wastewater treatment plant of a city in NW Spain, Urban Water, 4(2002):291-299
[203] Mingchuan Ruan, Continuous simulation of CSO emissions, Urban Water, 1(1999):201-205
[204] G. Vaes, Mathematical modeling of sewers under surcharge for real time control of combined sewer overflows, Wat. Sci. Tech., Vol. 39, 1999:57-64
[205] M. C. Gromaire, Contribution of different sources to the pollution of wet weather flows in combined sewers, Wat. Res., Vol. 35, 2001:521-533
[206] Sarah Jubb, Considering the impact of intermittent discharges when modelling overflows, Wat. Sci. Tech., Vol. 38,1998:23-30
[207] A. Welker, Effects of integrated stormwater management strategies on the combined sewer system and the wastewater treatment plant-river system, Wat. Sci. Tech., Vol. 39,1999:151-157
[208] H. K. Jorgensen, Quality control of rain data used for urban runoff systems, Wat. Sci. Tech., Vol. 37, 1998:113-120
[209] James Lau, Is combined sewer overflow spill frequency volume a good indicator of receiving water quality impact, Urban Water, 4(2002): 181-189
[210] Marie-Christine, Origins and characteristics of urban wet weather pollution in combined sewer systems the experimental urban catchment "Le Marais" in Paris, Wat. Sci. Tech., Vol. 37, 1998:35-43
[211] G. Chebbo, Production and transport of urban wet weather pollution in combined sewer systems the "Marais" experimental urban catchment in Paris, Urban Water, 3(2001):3-15
[212] Jovan Despotocic, Some considerations of urban drainage design practice using experimental data, Atmospheric Research, 42(1996):279-292
[213] G. Vaes, The impact of rainwater reuse on CSO emissions, Wat. Sci. Tech., Vol. 39, 1999:57-64
[214] F. Sieker, On-site stormwater management as an alternative to conventional sewer systems a new concept spreading in Germany, Wat. Sci. Tech., Vol. 38, 1998:65-71
[215] G Vaes, The effect of rainwater storage tanks on design storms, Urban Water, 3(2001):303-307
[216] B. Faulkner, The control of surface water runoff from new development, Urban Water, 1(1999):207-215
[217] Andreas Petruck, Advanced real time control of a combined sewer system, Wat. Sci. Tech., Vol. 37, 1998:319-326
[218] Michael Weyand, Real-time control in combined sewer systems in Germany—some case studies, Urban Water, 4(2002):347-354
[219] W.Rauch, Correlation of combined sewer overflow reduction due to real-time control and resulting effect on the oxygen concentration in the river, Wat. Sci. Tech., Vol. 37, 1998:69-76
[220] Michael Jorgensen, General assessment of potential CSO reduction by means of real time control, Wat. Sci. Tech., Vol. 32, 1995:249-257
[221] G. Cembrano, Optimal control of urban drainage systems. A case study, Control Engineering Practice, 12(2004):1-9
[222] Andreas Wagner, New criteria for stormwater discharges into urban streams, Wat. Sci. Tech., Vol.34, 1996:41-48
[223] Pavel Hajda, Simple feedback logic, genetic algorithms and artificial neural networks for real-time control of a collection system, Wat. Sci. Tech., Vol. 38, 1998:187-195
[224] A. L. L. Rede, Simulation model for real-time decision support in controlling the impacts of storm sewage discharges, Wat4. Sci. Tech., Vol. 39, 1999:225-233, 96(1999):85-101
[225] Morten Grum, Uncertainty in return period analysis of combined sewer overflow effects using embedded Monte Carlo simulations, Wat. Sci. Tech., Vol. 39, 1999:233-240
[226] M. C. Gromaire, The quality of street cleaning waters comparison with dry and wet weather flows in a Parisian combined sewer system, Urban Water, 2(2000):39-46
[227] 雒文生.水环境分析及预测,第1版,武汉:武汉大学出版社,2000[35]
[228] 李炜.环境水力学进展,第1版,武汉:武汉水利电力大学出版社,1999
[229] 黄真理.中国环境水力学,第1版,北京:中国水利电力出版社,2002
[230] 汪斌,水环境保护与管理文集,第1版,郑州:黄河水利出版社,2002
[231] 李晓涓.浅议城市水环境总体规划,给水排水,2000(11),第26卷,第 12期:4-7[7]
[232] 陈淑敏,楼劲英.关于加强北京城市水环境科学化管理的建议,北京水利,2002(5),第5期:34-35
[233] 铃木正彦[日]著,于凤林译.水环境整治计划的决策,国土与自然资源研究,1996,第2期:73-76
[234] 汪斌.水环境保护与管理文集,第1版,郑州:黄河水利出版社,2002,26卷,第4期:114-118
[235] 周密等编著.环境容量.长春:东北师范大学出版社,1987
[236] 劳期团编著.环境管理实用技术方法.北京:中国环境科学出版社,1994
[237] 张承中编著.环境管理的原理和方法.北京:中国环境科学出版社,1997
[238] 姚国金等.水环境容量计算中不平均系数求解方法探讨,人民珠江,2000,第2期:47-50
[239] 徐贵泉等.感潮河网水环境容量影响因素研究,水利学进展,2000(12),第11卷,第4期:375-380
[240] 胡国华等.黄河孟津—花园口河段水环境容量研究,水资源保护,2002,第1期:26-28
[241] 杨文龙,杨常亮.滇池水环境容量模型研究及容量计算结果,云南环境科学,2002(9),第21卷,第3期:20-23
[242] 姜海萍等.珠江河口治理工程对水环境容量的影响研究,河海大学学报,2001(1),第29卷,第1期:93-95
[243] 李红鹰等.松花江哈尔滨江段功能区水环境容量及可达性分析,黑龙江环境通报,2000,第24卷,第2期:35-37
[244] 罗旭升.大王滩水库水环境容量分析计算,广西水利水电,2001(4):37-39
[245] 龚若愚,周源岗.柳江柳州段水环境容量研究,水资源保护,2001(3),第1期(总第63期):31-32
[246] 刘岩,人为水环境再造效益分析__以石家庄引水入市工程为例,河北师范大学学报(自然科学版),2000(1):119-121
[247] 朱国伟.区域水环境经济投入、收入的研究,环境导报,1997(1)
[248] 毕军等.水环境污染恢复费用的核算及其应用,中国环境科学,1998,第18卷:59-65
[249] 胡廷兰等.一种水污染损失经济计量模型及其应用,北京师范大学学报(自然科学版),2000(10),第36卷,第5期:706-710
[250] 刘维城.我国城市水污染控制技术经济政策,给水排水,1999(10),第25卷,第10期:1-4
[251] 辛琨,陈涛.水污染损失估算与治理水污染生态效益实例分析,应用生态学报,1998(10),第9卷,第5期:529-532
[252] 程红光,杨志峰.城市水污染损失的经济计量模型,环境科学学报,2001(5),第21卷,第3期:318-322
[253] 李长兴.水环境价值理论初探,中国环境管理,2002(4),第2期:14-16
[254] 王红瑞,王岩.北京水价政策的模拟
[255] 曹瑞钰,顾国维.水环境治理工程费用优化模型,同济大学学报,1997(10),第25卷,第5期:548-552
[256] 傅国伟,曾思育.水价与水环境的相互影响关系,中国给水排水,1999,第15卷,第4期:33-34
[257] 蒋火华,梁德华等.河流水环境质量综合评价方法比较研究,干旱环境监测,2000(3):139-142
[258] 李兰计.水环境质量现状综合评价方法研究,中国煤田地质,1997(3):48-54
[259] 林履端.水环境质量评估的数学模型,福州师专学报(自然科学版),1998(2):1-6
[260] 金菊良,杨晓华等,水环境质量综合评价的新模型,中国环境监测,2000(4):42-46
[261] 阳洁,李祚泳.水环境质量的损害指数评价方法及其实例研究.技术经济与管理研究,2001(1):45-46
[262] 李祚泳,邓新民.人工神经网络在水环境质量评价中的应用,中国环境监测,1996(2):36-39
[263] 李俊然,陈利顶等.于桥水库流域地表水非点源N时空变化特征,地理科学,2002(2):238-242
[264] 施为光.四川省清平水库流域非点源污染负荷计算,重庆环境科学,2000(2):33-36
[265] 董维红.我国农村水环境非点源污染研究进展,世界地质,2002(1):57-62
[266] 李怀恩.估算非点源污染负荷的平均浓度法及其应用,环境科学学报,2000(4):397-400
[267] 洪小康,李怀恩.水质水量相关法在非点源污染负荷估算中的应用,西安理工大学学报,2000(4):384-386
[268] 张志飞,邹阿金等.非点源污染径流单位质量响应模型的参数识别,湘潭矿业学院学报,1998(3):65-69
[269] 郭同.面污染源对地表水体污染模式的探讨,兰州铁道学院学报,1997(1):34-37
[270] 苗万强,李广义等.讷河市面污染源治理对策.黑龙江环境通报,2000(1):16-18
[271] 吴华,刘晓东.讷河市面污染的危害及其防治对策.水利科技与经济,1997(2):88-89
[272] 李怀恩.透水性流域非点源产污模型的初步研究,水利学报,1998(2):16-19
[273] 杨爱玲,朱颜明.地表水环境非点源污染研究,环境科学进展,1999(5):60-67
[274] 赵孟芹,侯炳江等.浅析非点源污染对雨洪过程中的水质影响,黑龙江水专学报,1999(2):27-30
[275] 任磊,黄廷林.水环境非点源污染的模型模拟,西安建筑科技大学学报(自然科学版)2002(1):9-13
[276] 杨文龙,杨树华.滇池流域非点源污染控制区划研究,湖泊科学,1998(3):55-60
[277] 刘长礼,张宏斌.丹江上游非点源污染分析,长江职工大学学报,2001(2)
[278] 施为光.四川省清平水库流域非点源污染负荷计算,重庆环境科学,2000(2):33-36
[279] 郑一,王学军.非点源污染研究的进展与展望,水科学进展,2002(1):105-110
[280] 张志飞,邹阿金.非点源污染径流单位质量响应模型的参数识别
[281] 王文圣等.小波分析及其在日流量过程随机模拟中的应用,水利学报,2000(11),第11期:43-48
[282] 衡彤等.基于小波变换的组合随机模型及其在径流随机模拟中的应用,水电能源科学,2002(3),第20卷,第1期:15-17
[283] Y.Oussar and I.Rivals, Training wavelet networks for nonlinear dynamic input-output modeling, Neurocomputing, 1998(20): 173-188
[284] Robin Wardle, Computer optimization for better water allocation, Agricultural Water Management, 1999(40): 65-70
[285] 刘志刚,王晓茹等.小波变换、神经网络和小波网络的函数逼近能力分析与比较,电力系统自动化,2002(20):3944
[286] 陈涛,屈梁生.多分辨小波网络的理论及应用,中国机械工程,1997(8):57-59
[287] 吕立华,宋执环等.用于在线辨识非线性系统的可变正交小波网络,电路与系统学报,2000(4):43-47
[288] 何永勇,褚福磊等.递阶进化算法的小波网络在设备状态预测中的应用,清华大学学报(自然科学版)2002(6):754-757
[289] 王群仙,李少远.小波分析及其在控制中的应用,控制与决策,2000(4):385-389
[290] 赵永龙,丁晶.相空间小波网络模型及其在水文中长期预测中的应用,水科学进展,1998(3):252-257
[291] 袁旭梅,韩文秀等.基于小波网络的协调发展调控研究,系统工程学报,2000(2):143-147
[292] 刘晓斌.小波网络在时间序列分析中的应用,预测,1998(3):41-43
[293] 王群仙,陈增强等,基于小波网络的非线性系统建模与控制,控制与决策,1999(4):359-363
[294] 梁峰,谭永红.用小波神经网络进行非线性系统辨识,桂林电子工业学院学报,2000(1):18-22
[295] Yves Nievergelt.. Wavelets made easy. Boston: Birkhanser, c1999
[296] Artificial neural networks in hydrology Dordrecht Kluwer Academic Publishers, c2000
[297] 阎平凡,张长水.人工神经网络与模拟进化计算.北京:清华大学出版社,2000
[298] 谭炳卿著.水文模型与参数识别.北京:中国科学技术出版社,1998.169-176
[299] 薛禹群,朱学愚等.地下水动力学.北京:地质出版社,1979
[300] 曹万金.地下水资源计算与评价.北京:水利电力出版社,1987.97-109
[301] 张顺联.地下水动力学.北京:水利电力出版社,1992.84-94
[302] 古自纯.地下水动力学.北京:地质出版社,1986.209-215
[303] 刘宝碇,随机规划与模糊规划,第1版,北京:清华大学出版社,1998
[304] 张欣莉,丁晶等.基于遗传算法的参数投影寻踪回归及其在洪水预报中的应用,水利学报,2000(6):45-48
[305] 汪秉文,康小海等.遗传算法在MATLAB环境中的应用,武汉汽车工业大学学报,1999(6):25-28
[306] 赵远东,郭光等.人工神经网络与遗传算法结合的时间序列预测模式,南京气象学院学报1997(3):375-380
[307] 丁晶,金菊良等.基因算法在水科学中的应用,人民长江,1999(30)(增刊)
[308] 高宏,王浣尘等.基因算法在水利电力系统优化问题中的应用综述,水科学进展,1998(4):396-401
[309] 王文远.用基因算法求管网经济管径,给水排水,1997(12):22-25
[310] 金菊良,杨晓华等.加速基因算法及其在水库计算中的应用,水电能源科学,1997(3):57-60
[311] 金菊良,杨晓华等.基因算法在环境优化问题中的应用,四川环境,1997(4):59-63
[312] 黄国如,胡和平等.基于遗传算法的扩散波洪水演算参数的确定方法,水文,2002(1):8-11
[313] 黄国如,胡和平等.基于遗传算法的水污染控制系统规划,2002(4):551-554
[314] 蔡明,白丹.遗传算法在水污染控制系统最优化规划中的应用,2002(1):58-61