受潮汐影响的河网水质模型的研究与应用
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摘要
随着对水环境治理的日益重视和大力投入,研究感潮河网地区的水流运动和水环境变化规律越来越重要。利用数值模拟分析水质变化是水环境污染治理规划中的主要组成部分。本论文以平原闸控感潮河网地区的水环境为研究对象,结合平原闸控感潮河网的具体水环境特征,选择用WASP5系统作为平原闸控感潮河网水质模拟的基本工具;并结合平原闸控感潮河网的水动力特性,利用Preissmann隐式差分格式建立河网的一维水动力数值模型;进一步建立水动力模型和水质模型的耦合,使之可以应用于闸控感潮河网水环境的模拟。
     本论文的主要研究内容有:①针对平原闸控感潮河网水动力水质变化的复杂性,对现有的河网水质模型的结构、功能等方面做充分的比较和选择;②以Saint-Venant方程组为基础,利用Preissmann隐式差分格式建立河网的一维水动力数值模型;并通过河道法对方程组进行数值求解;③将WASP5水质模型运用到平原闸控感潮河网区进行水质模拟,同时针对河网的具体特点,将WASP5水质模型进行优化;④建立WASP5水质模型和一维河网水动力模型的耦合模型,将水动力模型计算所得到的水动力参数应用到WSAP5水质模型中,得出河网内各河段的水质变量浓度;⑤将WASP5水质模型计算出的结果运用Mapinfor工具进行图形显示,使冗繁而枯燥的数值计算结果变得直观、生动,有利于决策者进行快速、正确的决策。
With the much focus and financial support on the water environment regulation, it is become more and more important to study the flow movement and water quality change in river networks under tidal influence. Through the numerical method, flow movement and water quality can be analyzed, and it is major part for analysis the objectives of water pollution control planning. This paper is focus on the water environment in plain river network controlled by gates areas. Based on the comparison between available water quality models for plain river network areas, WASP5 system was selected by as the basic simulation tool. According to hydrodynamic features of water body within a tidal river network controlled by gates, a one-dimensional hydrodynamic model is developed in which Preissmann weighted implicit scheme is used. Further, a coupling model of hydrodynamic model and water quality model was developed and it can be applied to simulate the water environment of a tidal river network controlled by gates.
    The main contents discussed in this paper are as follows:
    ①In accordance with the complexity of tidal river network controlled by gates, make a comparison and choice among available water quality models for plain river network areas.②Based on Saint-Venant equations, a one-dimensional hydrodynamic model is developed in which Preissmann weighted implicit 4-points scheme is used. Apply river method model to solve the linear algebra equations. ③Use WASP5 to simulate the water quality of tidal river network controlled by gates. And optimize WASP5 model in accordance with the specific characteristics of tidal river network. ④Develop a coupling model of hydrodynamic model and water quality model. Put the hydrodynamic parameters which was derived from hydrodynamic model into WASP5 water quality model, and then concentration of all water quality variable can be known. ⑤Use Mapinfo to make the result of computation in visual form, which benefits for the management to manage in fast, convenient and accurate way.
引文
[1] 郭新蕾.河网的—维水动力及水质分析研究[D].武汉大学硕士学位论文,2005.
    [2] 宋志伟,何绪文等.上海水体富营养化及洗涤剂中磷的影响研究[J].中国环境监测,2003,19(5):12-15.
    [3] 徐祖信,卢士强.平原感潮河网水质模型研究[J].水动力学研究进展,2003,18(2):182-189.
    [4] 汪松年,阮仁良.上海市水资源普查报告[M].上海科学技术出版社,2001.
    [5] 陈群民.上海如何面对水危机[J].城市开发,2000,4:8-10.
    [6] 车越等.上海城市水源战略与水源地保护:格局、问题、展望[J].自然资源学报,2005,20(5):651-659.
    [7] 上海市环保局.1999年环境状况公报[M].1999
    [8] 上海市环保局.2000年环境状况公报[M].2000
    [9] 徐贵泉,诸君达.上海市引清调水改善水环境探讨[J].水资源保护,2003,3:26-32
    [10] 王淑芳.水体富营养化及其防治[J].环境科学与管理,2005,30(6),63-66
    [11] 高爱环,李红缨等.水体富营养化的成因、危害及防治措施[J].肇庆学院报,2005,26(5):41-45
    [12] 徐祖信,尹海龙.平原感潮河网地区一维、二维水动力耦合模型研究[J].水动力学研究与进展,2004,19(6):744-752.
    [13] 唐迎洲.WASP5水质模型在平原河网水环境模拟中的开发与应用[D].河海大学硕士论文,2005.
    [14] 谢永明.环境水质模型概论[M].中国科学技术出版社,1996.
    [15] 刘东胜等.城市水环境分析模型系统的国际化与本土化研究[J].世界地理研究,2000,10(4):107-112.
    [16] 孙颖等.河流及水库水质模型与通用软件综述[J].水资源保护,1998,5(2):7-9.
    [17] Texas Water Development Board (T I YDB)(1970).QUAL- 1 Simulation of Water Quality in Streams and Canals. Program Documentation and User's Manual, EPA OWP Tex- QUAL-I [M] .US Dept.Comn.,Nat'l. Tech.Inf.Service,Rep. PB-202 973.
    [18] TWDB (1971).Simulation of Water Quality in Streams and Canals.Theory and Description of the QUAL-I Mathematical Modeling System [M], Rep.No.llS,EPA OWP Tex 128.US Dept.Comm.,Nat'1.Tech. lnf.Service,Rep.PB-202 975.
    [19] Willis, R.Anderson, D. R.and Dracup, J.A.(1975).Stead-State Water Quality Modeling in Streams [J]. J.Environ.Eng. Div.Am.Soc.CivilEng.,101,(EE2), 245-258.
    [20] 张智,李灿等.QUAL2E模型在长江重庆段水质模拟中的应用研究[J].环境科学与技术,2006,29(1):1-3
    [21] Analysis Simulation Program, WASP5, Part B: Model The WASP5 Input Dataset, 1993.Enviroment Research Laboratory Athens, Georgia 30605
    [22] 李炜主编.环境水力学进展[M].武汉水利电力大学出版社,1999
    [23] 褚君达等.河网水质模型及其数值模拟[J].河海大学学报,1992,1(2):16-22
    [24] Tim A W. Water quality analysis simulation program (WASP)version 6.0,draft: User's Manual [C] .Region 4 Atlanta, GA, USEPA, MS Tetra Tech, Inc, 2001
    [25] Analysis Simulation Program, WASPS, Part B: Model The WASPS Input Dataset, 1993.Enviroment Research Laboratory Athens, Georgia 30605
    [26] Thomann, R.V and J.J. Fitzpatrick. 1982. Calibration and Verification of a Mathematical Model of the Eutrophication of the Potomac Estuary. Prepared for Department of Environmental Services [M] Government of the District of Columbia, Washington, D.C
    [27] 贾海峰,程声通等.GIS与地表水水质模型WASP5的集成[J].清华大学学报(自然科学版),2001,41(8):125-128
    [28] Analysis Simulation Program, WASPS, Part A: Model The WASPS Input Dataset[M] 1993. Environment Research Laboratory Athens, Georgia 30613
    [29] 褚君达,徐惠慈.河网水质模型及其数值模拟[J].河海大学学报,1992,1(1):18-22
    [30] 王惠民,陈鸣钊等.河川型水库水质预报数学模型[J].河海大学学报,1993,1(2):8-10
    [31] 黄克中.环境水力学[M].广州:中山大学出版社.1991
    [32] 黄国如,苗孝芳.官厅水库水质模型研究[J].水科学进展,1999,10(1):20-24
    [33] 叶守泽,夏军等.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
    [34] 傅国伟.河流水质数学模型及其数值计算[M].北京:中国环境出版社,1987
    [35] 叶常明,黄玉瑶.水体有机污染研究方法及应用[M].海洋出版社,1990,9:2-4
    [36] Streeter, H.W and E.B. Phelps. 1925. A Study of the Pollution and Natural Purification of the Ohio River, Ⅲ, Factors Concerned in the Phenomena of Oxidation and Reaeration [M]. U. S Public Health Service, Public Health Bulletin No. 146, 75 pp. Reprinted by U.S. DHEW, PHA, 1958.
    [37] O'Connor.D.J.and R.VThomann. 1972. Water Quality Models:Chemical, Physical and Biological Constituents.In:Estuarine Modeling [M] :An Assessment. EPA Water Pollution Control Research Series 16070 DZV, Section 702/71,102-169
    [38] S.E.Jogensen, Mathematical Submodels in Water Quality Systems [M] Elsevier Science Publishers B.V, (1989)
    [39] Cover, A.P.1979. Selection the Proper Reaeration Coeffcient for Use in Water Quality Models. [R] Presented at the U.S.EPA Conference on Environmental Simulation Modeling, 1979.4,19-22. Cincinnati,Ohio
    [40] D'Connor, D.J., J.A. Mueller, and K.J. Farley. 1983. Distribution of Kepone in the James River Estuary. Journal of the Environmental Engineering Division [J] ASCE. 109(EE2):396-413.
    [41] APHA (American Public Health Association). 1985. Standard Methods for the Examination of Water and Wastewater 15th Edition. [M] APHA. Washington, DC.
    [42] 韩菲,陈永灿.湖泊及水库富营养化模型研究综述[J].水科学进展,2003,14(6):785-791
    [43] Balod M, Purina I, Bechem in C et al. 1998. Effects of nutrient enrichment on the growth rates and community structure of summer phytoplankton from the Gulf of Riga, Baltic Sea. [J] J Plankton Res, 20(12):2251~2271
    [44] Reynolds C S, Irish A E, Elliott J A. The Ecological Basis for Simulating Phytoplankton Responses to Environmental Change (PROTECH) [J] . Ecol Model, 2001(1):271-291
    [45] Bowie et al,Rates,Constants,and Kinetics Formulations in Surface Water Quality Modeling, Second Edition [M] U.S. Environmental Protection Agency Athens, 1985, GA. EPA-600/3-85-040
    [46] 李博等.生态学[M].北京:高等教育出版社,2000
    [47] Di Toro et al.1971.A Dynamic Model of the Phytoplanlcton Population in the Sacramento San Joaquin Delta. [M] Adv.Chem.Ser.106,Am.Chem.Soc.
    [48] Smith,R.A. The Theoretical Basis for Estimating Phytoplankton Production and Specific Growth Rate from Chlorophyll,Light and Temperature Data. [J] EcoioRical. 1985(10),243-264
    [49] Gerald T. Orlob, 1978.Mathematical Modeling of Water Quality: Streams, Lakes, and Reservoirs [M] Pitman Press in Great Britain
    [50] 孙军等.浮游动物摄食在赤潮生消过程中的作用[J].生态学报,2004,24(7):1514-1522
    [51] 田恬,魏皓等.黄海氮磷营养盐的循环和收支研究[J].海洋科学进展,2003,21(1):1-11
    [52] 刘春广,乔光健.朱庄水库水体富营养化分析机理及治理对策[J].南水北调与水利科技,2003,1(5):44-47
    [53] 赵亮,魏皓,冯士.渤海氮磷营养盐的循环和收支[J].环境科学,2002,23(1):78-81
    [54] 王船海,李光炽.实用河网水流计算[M].南京:河海大学出版社,1997
    [55] 方正杰.感潮河口城市防洪计算方法研究[D].河海大学,2005
    [56] Robert B, Jr P E,Tim A W. The DYNHYD5 Mode Documentation and user manual [R] . Environmental Research Laboratory Office of Research and Development, US Environmental Protection Agency, 1993.9~15
    [57] 卢士强,徐祖信.平原河网水动力模型及求解方法探讨[J].水资源保护,2003,3:5-10
    [58] 赖锡军,汪德爟.非恒定水流的一维、二维耦合数值模型[J].水利水运工程学报,2002,6:48-51
    [59] 杨丽.河网与湖泊耦联的水力水质数值模拟的研究与应用[D].河海大学硕士学位论文,2003,4
    [60] 汪德燧.计算水力学理论与应用[M].河海大学出版社 1989,9
    [61] 余树华.浅谈河床糙率的分析方法[J].甘肃水利水电技术,2006,42(2):169-170
    [62] Cushing D H. Grazing in Lake Erken. Linmology and Oceanography [J] 1976, 21, 349~356
    [63] 武汉水利电力学院,华东水利学院.水力学[M].北京:人民教育出版社,1979
    [64] 韩龙喜,金忠青.三级联解法水力水质模型的糙率反演及面污染源计算[J].水利学报,1998,21(7):30-34
    [65] Robed B.Ambrose, THE WATER QUALITY ANALYSIS SIMULATION PROGRAM, WASPS PARTA:MODEL DOCUMENTATION [M] ,1993, pp: 1-198
    [66] 徐贵权等.感潮河网水量水质模型及数值模拟[J].应用基础与工程科学学报,1996,3:94-104