淮河干流鲁台子至凤台段水质模拟与预测
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摘要
淮河干流的突发性污染是危害淮河水质的重要原因之一,淮河干流的突发性污染,一般是由于源自支流的大污水团发生突发性汇入干流而形成的,这其中,颍河是淮河最大的支流,也被称为淮河水质好坏的“晴雨表”。以淮河干流突发性污染现象为研究对象,利用SMS软件建立鲁台子至凤台段的二维水动力模型,并在二维水动力模型的基础上建立二维水质模型,采用淮河干流发生突发性污染时期的实测数据对模型进行校准。研究中采用氨氮浓度为污染物指标,通过数值模拟得出突发性污染物的一般迁移规律,进一步模拟得出在不同来水量比和污染物浓度比情况下,颍河支流对淮河干流造成的污染程度,最终提出与流量比和浓度比相关的临界曲线,作为判断淮河是否可能发生突发性污染的判断依据。
One of the most important reason for being a hazard to Huaihe River is the sudden Huaihe River pollution.The sudden Huaihe River pollution,which is generally due to the fact that a large waste water clumps from the tributaries import the main stream.Ying River is the largest tributary of the Huai River, which is also known as "barometer."of Huai River about the good or bad water quality.Taking the sudden phenomenon of pollution of Huaihe river as our object of study.By using SMS soft-ware, it is convenient for us to study by establish the two-dimensional water quality model of the basin which from Lu Taizi to Feng Tai and take advantage of the concentration of NH3-N as our pollute index. After we obtain the general migration of sudden phenomenon of pollution by numerical simulation,we can get further result,under the circumstance of different flow ratio and pollutant concentration ratio,that is the pollution of Huaihe river caused by its tributatry-ying river.In order to identify whether or not there is sudden phenomenon of pollution in Huaihe river,we have to find out the critical lines related to flow ratio and concentration ratio.
One of the most important reason for being a hazard to Huaihe River is the sudden Huaihe River pollution.The sudden Huaihe River pollution,which is generally due to the fact that a large waste water clumps from the tributaries import the main stream.Ying River is the largest tributary of the Huai River, which is also known as "barometer."of Huai River about the good or bad water quality.Taking the sudden phenomenon of pollution of Huaihe river as our object of study.By using SMS soft-ware, it is convenient for us to study by establish the two-dimensional water quality model of the basin which from Lu Taizi to Feng Tai and take advantage of the concentration of NH3-N as our pollute index. After we obtain the general migration of sudden phenomenon of pollution by numerical simulation,we can get further result,under the circumstance of different flow ratio and pollutant concentration ratio,that is the pollution of Huaihe river caused by its tributatry-ying river.In order to identify whether or not there is sudden phenomenon of pollution in Huaihe river,we have to find out the critical lines related to flow ratio and concentration ratio.
引文
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[26]河流水质模型与水质模型的参数估计,天津大学硕士论文
[27]郭建青、李彦、马建等.非保守示踪条件下河流水质参数的确定[J].水科学进展,2003,(6)：754-758
[28]Qin,X.S.An inexact chance-constrained quadratic programming model fo r stream water quality management[J].Water Resources Management,200 9,23:661-695
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[34]US Army,Engineer Research and Development Center Waterway Experiment Station Coastal and Hydraulics Laboratory,Users to Guide to RMA4 WES Version4.5
[35]Pacifl Corp Portland,Oregon.Final Technical Report Klamath Hydro-electric Project[J].Water Resources.2004
[36]黄平.水环境数学模型及其应用[M],广州：广州出版社,1996
[37]J.M.P.Vicria and L.Lijklema.Development and application of a model for region quality management[J].Water research.1989,23(6):767-778
[38]Pacificorp Portland,Oregon.Final Technical Report Klamath Hydroel-ectric Project[J].Water Resource.2004
[39]傅国伟、程声通.水污染控制规划[M],北京：清华大学出版社,1985
[40]曹晶晶,李瑞杰,秦毅.城市浅水湖泊水质模拟研究——以昆承湖为例[J].水资源保护,2009,4：12-15
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[42]Karamouz,Mohammad. Design of on-line river water quality monitoring syst ems using the entropy theory:A case study[J].Environmental Monitoring and Assessmnt,2009,155:63-81
[43]陈丁江,吕军,沈晔娜等.非点源污染河流水质的人工神经网络模拟[J].水利学报,2007,38：1519-1525
[44]谭炳卿,吴培任,宋国君.论淮河流域水污染及其防治[J].水资源保护,2005,21(6)：4-10
[45]胡文海,刘毓,史忠科.多河段线性水质模型及其可视化仿真[J].系统仿真学报,2001,13(5)：656-658,673
[46]宋玉龙,夏福成.QUAL2E模型在小清河水质模拟中的应用[J].水利科技与经济,2008,08：643-644
[47]刘震,孙熙,周毅.SOBEK在突发性水污染事件中的应用[J].水资源保护,2008,2：61-64
[48]陈广州,汪家权等.淮河安徽段水质与产业密度的关系[J].水资源保护,2005,21(3)：6-8
[49]杨具瑞等,滇池二维分层水质模拟研究[J].环境科学学报,2000,20(5)：533-536
[50]王超,朱党生,程晓冰.地表水功能区划分系统的研究[J].河海大学学报(自然科学版),2002,30(5)：8-11
[51]梁园园,宁峰等.《安徽省淮河流域水污染防治“十五”规划》
[52]水利部淮河水利委员会.治淮汇刊(年鉴)[R].2001,26,-2005,30
[53]国家环境保护总局污染控制司编.中国环境污染控制对象[M].北京：中国环境科学出版社,1998
[2]江启源.数学模型[M].北京：高等教育出版社,1990
[3]谢永明.环境水质模型概论[M].中国科技大学出版社,1996
[4]李继选,王军.水环境数学模型研究进展[J].水资源保护.2006,22(1)：9-14
[5]Walton,Richard S.Isolating the water quality responses of multiple land uses from stream monitoring data through model calibration[J].Journal of Hydrology,2009,378:29-45
[6]Tuan,N.V. Characteristics of water quality in Lake Shikinawa of Fukuoka[J].Lowland Technology International,2008,2:1-9
[7]Tan,Xiu-Cui;Ma,Yong-sheng.Application of fuzzy matter-element for water quality evaluation[J].Sichuan Daxue Xuebao,2009,41:368-372
[8]Lesie A.Farnsworth-lee. Conceptual Model of Aquatic Plant Decay and Ammonia Toxicity for shallow lakes. Journal of environmental Engineering, v126, n3, mar,2000,199-207
[9]刘鸿亮,韩国刚等.中国水环境预测与对策概论[M].北京：中国环境科学出版社,1998
[10]郭天恩,孙西欢.国内外水质模型的的研究与发展[J].西北水资源与工程,1994,5(3)：9-12
[11]李云生,刘伟江,五悦颖,王东.美国水质模型研究进展综述[J].水利水电技术,2006,37(2)：68-73
[12]骆辉煌,廖文根,马巍.RMA2和RMA4在我国浅水湖泊中的适用性研究[J].北京：中国水利水电科学研究院水环境研究所,2003
[13]骆辉煌,廖文根,彭静.RMA2模型在五里湖水动力学特性分析中的应用[J].北京：中国水利水电科学研究院水环境研究所,2003
[14]雒文生,宋星原.用耦合模型进行水质随机模拟研究[J].水利学报,1995,(3)：12-20
[15]赵棣华,沈福新等.基于有限体积法及FDS格式的感潮河段二维泥沙冲淤模型[J].水动力学研究与进展,2004,Vol.Ⅰ9,No.1
[16]彭泽洲,杨天行,梁秀娟等.水环境数学模型及其应用[M].北京：化学工业出版社,2007
[17]US Army,Engineer Research and Development Center Waterway Experiment Station Coastal and Hydraulics Laboratory,Users to Guide to RMA2 WES Version4.5
[18]盈尚轩.淮河凤台县至淮南段水污染控制研究.合肥工业大学硕士论文
[19]王福军.计算流体力学分析[M].北京：清华大学出版社,2004
[20]谭维炎.计算浅水动力学——有限体积法的应用[M].北京：清华大学出版社,1998
[21]蒋莉华.河道形水库水动力学及水环境数值模拟,河海大学硕士论文
[22]吴作平,杨国录,甘明辉.河网水流数值模拟方法研究[J].水科学进展.2003,14(3)：350-353
[23]吴挺峰,周锷,崔广柏.河网概化密度对河网水量水质模型的影响研究[J].人民黄河.2006,28(3)：46-48
[24]叶守权.水库水环境模拟预测与评价[M].北京：中国水利水电出版社1998
[25]褚金庭.沙颍河流量和水质对淮河污染的影响[J].水资源保护2001,65：4-7
[26]河流水质模型与水质模型的参数估计,天津大学硕士论文
[27]郭建青、李彦、马建等.非保守示踪条件下河流水质参数的确定[J].水科学进展,2003,(6)：754-758
[28]Qin,X.S.An inexact chance-constrained quadratic programming model fo r stream water quality management[J].Water Resources Management,200 9,23:661-695
[29]金腊华、徐峰俊,水环境书数学模拟与可视化技术[M],北京：化学工业出版社,2004
[30]K.W.Chau,Y.W.Jiang.Simulation of transboundary pollutant transport action in the Pead River delta[J].Chemosphere.2003(9):1615-1621
[31]A.U.Mahajan,C.V.Chalapatirao,S.K.Gadkari.Mathematical modeling tool f or coastal water quality management[J].Water Science and Technology. 1999,40(2):151-157
[32]吴其彰,王军,陶月赞.淮河干流淮南段二维水质模拟[J].江淮水利科技,2008,6：27-29
[33]傅国伟.河流水质数学模型及其模拟计算[M],北京：中国环境科学出版社
[34]US Army,Engineer Research and Development Center Waterway Experiment Station Coastal and Hydraulics Laboratory,Users to Guide to RMA4 WES Version4.5
[35]Pacifl Corp Portland,Oregon.Final Technical Report Klamath Hydro-electric Project[J].Water Resources.2004
[36]黄平.水环境数学模型及其应用[M],广州：广州出版社,1996
[37]J.M.P.Vicria and L.Lijklema.Development and application of a model for region quality management[J].Water research.1989,23(6):767-778
[38]Pacificorp Portland,Oregon.Final Technical Report Klamath Hydroel-ectric Project[J].Water Resource.2004
[39]傅国伟、程声通.水污染控制规划[M],北京：清华大学出版社,1985
[40]曹晶晶,李瑞杰,秦毅.城市浅水湖泊水质模拟研究——以昆承湖为例[J].水资源保护,2009,4：12-15
[41]胡文海,刘毓,史忠科.多河段线性水质模型及其可视化仿真[J].系统仿真学报,2001,13(5)：656-658,673
[42]Karamouz,Mohammad. Design of on-line river water quality monitoring syst ems using the entropy theory:A case study[J].Environmental Monitoring and Assessmnt,2009,155:63-81
[43]陈丁江,吕军,沈晔娜等.非点源污染河流水质的人工神经网络模拟[J].水利学报,2007,38：1519-1525
[44]谭炳卿,吴培任,宋国君.论淮河流域水污染及其防治[J].水资源保护,2005,21(6)：4-10
[45]胡文海,刘毓,史忠科.多河段线性水质模型及其可视化仿真[J].系统仿真学报,2001,13(5)：656-658,673
[46]宋玉龙,夏福成.QUAL2E模型在小清河水质模拟中的应用[J].水利科技与经济,2008,08：643-644
[47]刘震,孙熙,周毅.SOBEK在突发性水污染事件中的应用[J].水资源保护,2008,2：61-64
[48]陈广州,汪家权等.淮河安徽段水质与产业密度的关系[J].水资源保护,2005,21(3)：6-8
[49]杨具瑞等,滇池二维分层水质模拟研究[J].环境科学学报,2000,20(5)：533-536
[50]王超,朱党生,程晓冰.地表水功能区划分系统的研究[J].河海大学学报(自然科学版),2002,30(5)：8-11
[51]梁园园,宁峰等.《安徽省淮河流域水污染防治“十五”规划》
[52]水利部淮河水利委员会.治淮汇刊(年鉴)[R].2001,26,-2005,30
[53]国家环境保护总局污染控制司编.中国环境污染控制对象[M].北京：中国环境科学出版社,1998
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