水污染物总量分配方法研究进展与建议
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摘要
总量分配是水污染物总量控制技术体系的核心内容,随着我国流域水环境治理实践逐步向总量控制的转变,其重要性更加凸显。详细梳理了目前国内外各种水环境总量分配方法,重点介绍几种常用分配方法及其优缺点和适用范围。依据我国现有国情提出了在我国水环境治理实际应用中存在容量总量分配实践不足、理论研究不够、缺乏考虑总量分配的动态性等问题。最后对我国水污染物总量分配的发展进行探讨,并结合实际水环境治理工作提出了相关建议。
Amount allocation is the core content of water pollutants amount control technology, with the gradual change of water environment management to amount control in China, its significance becomes more prominent. Various kinds of water environment amount allocation methods in China and abroad were reviewed in detail, the advantages and disadvantages of some commonly used allocation methods as well as their application scope were introduced emphatically. Then, according to the current situation of our country, some problems in practical water environment management such as: insufficient practice of total capacity allocation, insufficient theoretical research, and lack of consideration of dynamic allocation, were pointed out. Finally, the development of the domestic water pollutants amount allocation methods were discussed, and relevant suggestions were proposed in combination with the practical water environment management.
Amount allocation is the core content of water pollutants amount control technology, with the gradual change of water environment management to amount control in China, its significance becomes more prominent. Various kinds of water environment amount allocation methods in China and abroad were reviewed in detail, the advantages and disadvantages of some commonly used allocation methods as well as their application scope were introduced emphatically. Then, according to the current situation of our country, some problems in practical water environment management such as: insufficient practice of total capacity allocation, insufficient theoretical research, and lack of consideration of dynamic allocation, were pointed out. Finally, the development of the domestic water pollutants amount allocation methods were discussed, and relevant suggestions were proposed in combination with the practical water environment management.
引文
[1]赵力剑,廖黎明,卢宇翔,等.生物质炭在环境治理领域中的研究应用进展[J].工业用水与废水, 2018, 49(4):1-7.
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[3]孔韡,汪炎.黑臭水体形成原因与治理技术[J].工业用水与废水, 2017, 48(5):1-6.
[4]张文静,王强,吴悦颖,等.中国水污染物总量控制特色研究[J].环境污染与防治, 2016, 38(7):104-109.
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[6]魏文龙,曾思育,杜鹏飞,等.一种兼顾目标总量和容量总量的水污染物排放限值确定方法[J].中国环境科学, 2014, 34(1):136-142.
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[11]奇伟,韩福录.我国水环境污染现状及其防治[J].环境与发展, 2009, 21(5):15-17.
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[13]方秦华,张珞平,洪华生.水污染负荷优化分配研究[J].环境保护, 2005, 13(7):29-31.
[14]李睿.天津市水污染物总量分配方法研究[D].天津:天津大学, 2007.
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[16] VOGELER I, SCOTTER D R, GREEN S R, et al. Solute movement through undisturbed soil columns under pasture during unsaturated flow[J]. Soil Research, 1997, 35(5):1153-1163.
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[19]张亚敏.非点源污染的总量控制研究和应用[D].成都:西南交通大学, 2015.
[20]徐江.基于AHP和基尼系数交互反馈的流域目标削减量分配模型研究[D].武汉:华中科技大学, 2013.
[21]王维红,张弓,吴彦洲,等.基尼系数法在新疆COD总量分配中运用探讨[J].环境污染与防治, 2011, 33(3):92-95.
[22]王媛,张宏伟,杨会民,等.信息熵在水污染物总量区域公平分配中的应用[J].水利学报, 2008, 40(9):1103-1107.
[23]蔺照兰,王汝南,王春梅.基于基尼系数的乌梁素海流域污染负荷分配[J].环境污染与防治, 2011, 33(9):19-24.
[24]王杰,潘涛,聂宏林.基于基尼系数的流域水环境污染物总量分配研究[J].科技视界, 2014,(28):272-273.
[25]谢梦达,张林姣.基于层次分析法的东海陆源污染物总量分配研究[J].科技与管理, 2016, 18(4):19-24.
[26]陈慧敏,仵彦卿.乐清湾水污染物总量控制分配方法[J].水资源保护, 2011, 27(3):49-53.
[27]张剑,张东岭.基于信息熵的太湖重污染区水污染物总量分配研究[J].江苏农业科学, 2016, 44(9):426-429.
[28] FUJIWARA O, PUANGMAHA W, HANAKI K. River basin water quality management in stochastic environment[J]. Journal of Environmental Engineering, 1988, 114(4):864-877.
[29] LIEBMAN J C, LYNN W R. The optimal allocation of stream dissolved oxygen[J]. Water Resources Research, 2010, 2(2):581-591.
[30] BURN D H, MCBEAN E A. Optimization modeling of water quality in an uncertain environment[J]. Water Resources Research,1985, 21(7):934-940.
[31]尹军,李晓君,宫正.水污染控制系统污染物削减量优化分配[J].环境科学从册, 1989,(3):49-53.
[32] KANG M S, PARK S W, LEE J J, et all. Applying SWAT for TMDL programs to a small watershed containing rice paddy fields[J]. Agricultural Water Management, 2007, 79(1):72-92.
[33]张宇楠.基于公平与效率原则的地表水污染物总量分配研究[D].长春:吉林大学, 2011.
[34]贾绍凤.河长制要真正实现“首长负责制”[J].中国水利,2017,(2):11-12.
[2] CHOWDHARY P, RAJ A, BHARAGAVA R N. Environmental pollution and health hazards from distillery wastewater and treatment approaches to combat the environmental threats:A review[J].Chemosphere, 2017, 194:229-246.
[3]孔韡,汪炎.黑臭水体形成原因与治理技术[J].工业用水与废水, 2017, 48(5):1-6.
[4]张文静,王强,吴悦颖,等.中国水污染物总量控制特色研究[J].环境污染与防治, 2016, 38(7):104-109.
[5]丁艳霞,曹命凯,王凯.基于纳污红线的县域水污染物总量控制研究[J].治淮, 2018,(4):36-38.
[6]魏文龙,曾思育,杜鹏飞,等.一种兼顾目标总量和容量总量的水污染物排放限值确定方法[J].中国环境科学, 2014, 34(1):136-142.
[7]陈义.基于容量总量及断面达标的流域水污染控制[J].环境与发展, 2018, 30(3):52-53.
[8]毛光君.河流污染物总量分配方法研究[D].北京:中国环境科学研究院, 2013.
[9]唐大元,王晶.流域水环境污染物总量控制技术应用初探[J].环境保护与循环经济, 2010, 30(11):53-55.
[10]董战峰.国家水污染物排放总量分配方法研究:以COD为例[D].南京:南京大学, 2010.
[11]奇伟,韩福录.我国水环境污染现状及其防治[J].环境与发展, 2009, 21(5):15-17.
[12]雷坤,孟伟,乔飞,等.控制单元水质目标管理技术及应用案例研究[J].中国工程科学, 2013, 15(3):62-69.
[13]方秦华,张珞平,洪华生.水污染负荷优化分配研究[J].环境保护, 2005, 13(7):29-31.
[14]李睿.天津市水污染物总量分配方法研究[D].天津:天津大学, 2007.
[15]农家,王金坑,陈克亮,等.入海污染物总量分配技术研究初探[J].环境保护科学, 2009, 35(5):45-48.
[16] VOGELER I, SCOTTER D R, GREEN S R, et al. Solute movement through undisturbed soil columns under pasture during unsaturated flow[J]. Soil Research, 1997, 35(5):1153-1163.
[17]袁辉,王里奥,胡刚,等.三峡重庆库区水污染总量的分配[J].重庆大学学报, 2004, 27(2):136-139.
[18]林高松,李适宇,江峰.基于公平区间的污染物允许排放量分配方法[J].水利学报, 2006, 37(1):52-57.
[19]张亚敏.非点源污染的总量控制研究和应用[D].成都:西南交通大学, 2015.
[20]徐江.基于AHP和基尼系数交互反馈的流域目标削减量分配模型研究[D].武汉:华中科技大学, 2013.
[21]王维红,张弓,吴彦洲,等.基尼系数法在新疆COD总量分配中运用探讨[J].环境污染与防治, 2011, 33(3):92-95.
[22]王媛,张宏伟,杨会民,等.信息熵在水污染物总量区域公平分配中的应用[J].水利学报, 2008, 40(9):1103-1107.
[23]蔺照兰,王汝南,王春梅.基于基尼系数的乌梁素海流域污染负荷分配[J].环境污染与防治, 2011, 33(9):19-24.
[24]王杰,潘涛,聂宏林.基于基尼系数的流域水环境污染物总量分配研究[J].科技视界, 2014,(28):272-273.
[25]谢梦达,张林姣.基于层次分析法的东海陆源污染物总量分配研究[J].科技与管理, 2016, 18(4):19-24.
[26]陈慧敏,仵彦卿.乐清湾水污染物总量控制分配方法[J].水资源保护, 2011, 27(3):49-53.
[27]张剑,张东岭.基于信息熵的太湖重污染区水污染物总量分配研究[J].江苏农业科学, 2016, 44(9):426-429.
[28] FUJIWARA O, PUANGMAHA W, HANAKI K. River basin water quality management in stochastic environment[J]. Journal of Environmental Engineering, 1988, 114(4):864-877.
[29] LIEBMAN J C, LYNN W R. The optimal allocation of stream dissolved oxygen[J]. Water Resources Research, 2010, 2(2):581-591.
[30] BURN D H, MCBEAN E A. Optimization modeling of water quality in an uncertain environment[J]. Water Resources Research,1985, 21(7):934-940.
[31]尹军,李晓君,宫正.水污染控制系统污染物削减量优化分配[J].环境科学从册, 1989,(3):49-53.
[32] KANG M S, PARK S W, LEE J J, et all. Applying SWAT for TMDL programs to a small watershed containing rice paddy fields[J]. Agricultural Water Management, 2007, 79(1):72-92.
[33]张宇楠.基于公平与效率原则的地表水污染物总量分配研究[D].长春:吉林大学, 2011.
[34]贾绍凤.河长制要真正实现“首长负责制”[J].中国水利,2017,(2):11-12.
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