浅水湖泊氮磷转化规律的数值研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
太湖是我国的第三大淡水湖,属于大型浅水湖泊,现在面临着严重的富营养化问题。国际上对浅水湖泊富营养化研究与治理实践表明,浅水湖泊沉积物是湖泊营养物质来源的一个重要方面。因此,本论文根据2000年太湖水文、水质监测数据,在现有水量模型之上,利用WASP5模型中的氮、磷循环理论,建立二维水量、水质耦合模型,模拟2000年5月~8月太湖在盛行风作用下,太湖流场、水质(TN、TP)浓度场和底泥分布之间的相互关系以及流场、浓度场与蓝藻爆发的关系。
     通过模拟,本论文主要取得以下成果:(1)建立的二维水量水质耦合模型对大型浅水湖泊太湖的流场、TN和TP浓度场的模拟效果较好,具有较高的模拟精度;(2)太湖环湖河流TN、TP的污染负荷量是外源污染负荷的主要来源,是TN,TP浓度场形成的根本原因,TP在很大范围成为了太湖的限制性营养元素;(3)太湖底泥对TN、TP的释放净通量是内源污染的主要来源,是TN、TP浓度场形成的重要原因,TN、TP的释放净通量与底泥厚度及分布直接相关,受风场和周围水体TN、TP浓度的影响;(4)太湖蓝藻爆发与水体中TN、TP的浓度和风场有密切关系,当其他条件合适,TN、TP浓度都比较高(TN大于2mg/L、TP大于0.2mg/L),总氮和总磷浓度的比值(TN/TP值)在10~20之间,且水体流动缓慢时容易导致蓝藻爆发。
Lake Taihu, which is the third largest lake in China , belonging to shallow lake, confront a serious problem of eutrophication. The worldwide reasearch and control practice of eutrophication showed that the sediments in the lake are an important source of nutrients. According to the monitoring data of hydrology and water quality in 2000 and the nitrogen circle and phosphorus circle theory in WASP5 model, a two-dimensional flow-pollutants coupled model was developed on the basis of RBFVM-2D model in this paper, simulating the current field, relationship between concentration field and sediments and the relationship between blue algae bloom and current field & concentration field under the influence of wind field from May to August in 2000.According to the simulation, results showed that the current field, concentration field of TN and TP calculated by the two-dimensional flow-pollutants coupled model fitted well with the measured values;the pollution loads of TN and TP discharged by the river around Lake Taihu were the main source of outer-source pollution load and the fundamentally cause of the concentration field of TN and TP, TP became the limited nutrient in most area in Lake Taihu;the net flux of TN and TP released by the sediments in Lake Taihu was the main source of the inner-source pollution and an important cause of the concentration field of TN and TP, the net flux of TN and TP had a direct relationship with the thickness and the distribution of the sediments, and was influenced by the wind field and the concentration of TN and TP in the water;blue algae bloom had a close relationship with wind field and the concentration of TN and TP, when the concentration of TN and TP was high(TN>2 mg/L ,TP>0.2 mg/L), the value of TN/TP was between 10~20 and the velocity of the water was slow, the blue algae bloom was likely to break out.
引文
[1] 王苏民,窦鸿身.中国湖泊志[M].北京:科学出版社,1998
    [2] 国家环境保护总局.“三河”“三湖”水污染防治计划及规划[M].北京:中国环境科学出版社,2000
    [3] 秦伯强,胡伟平等.太湖水环境演化过程与机理[M].北京:科学出版社,2004
    [4] 李一平.太湖水体透明度影响因子实验及模型研究[D].河海大学博士学位论文,2006
    [5] Nixdor B., Deneke R., Why "very shallow" lakes are more successful opposing reduced nutrients loads [J]. Hydrobiologia, 1997: 269~292
    [6] Wetzel R. G, Lake and River Ecosystems (Third Edition) [J]. Limnology, 2001: 205~288
    [7] Thompson J. F., Numerical Solution of Problems Using Body-fitted Coordinate System[J]. Computation of Fluid Dynamics, 1980: 647~658
    [8] L.谢利曼.一般任意网格有限差分法[J].华水科技情报,1985,(4):56~59
    [9] 华祖林,卞华.曲线网格生成调节因子选取研究[J].河海大学学报,1999,27 (2):40~44
    [10] 夏华永,殷忠斌,郭芝兰,陈明剑.北部湾三维潮流数值模拟[J].海洋学报,1997,19 (2):21~31
    [11] Hutter K. Hydrodynamics of Lake [A]. In: CISM Courses Lectures [C]. New York, Springer-Vedag Wien, 1983: 1108~1121
    [12] Gallagher, R. H., Liggett, J. A., and Chart, S. T. K., Finite Element Shallow Lake Circulation Analysis [J]. Journal of the Hydraulic Division, 1973, 99(HY7): 1083~1096
    [13] Cheng R. T., Tung C., Wind driven lake circulation by the FEM[A]. proc, 13th Conference Great Lakes[C], 1970: 617~645
    [14] Walter H. G., Clifford H., Mortimer, Hydrodynamics of lakes [J]. Development in water science, 1979, (11): 421~435
    [15] Yukio Onnish, Norihisa Imasato, Study on the currents in Lake Biwa [J]. Journal of the Oceanographical Society of Japan, 1975(31): 53~60
    [16] Endon. Diagnostic study on the vertical circulation and the maintenance mechanisms of the cyclonic gyre in lake Biwa [J]. Journal of Geophysical Research, 1986, 9(C1): 869~876
    [17] Murthy, C. R., T. J. Simons and D. C. L. Lain, Dynamic and transport modelling of the Niagara River Plume in Lake Ontario [J]. Explor. Mcr, 1986: 150~164
    [18] 吴坚.太湖水动力学数值模拟[D].中科院地理与湖泊研究所硕士论文,1986
    [19] 王谦谦.太湖风生流的数值模拟[J].河海大学学报,1987,Vol 15,增刊(2):11~18
    [20] 刘启峻.太湖梅梁湾风生流数值模拟[D].中科院南京地理与湖泊研究所硕士论文,1993
    [21] 吴炳方等.东洞庭湖湖流及风力影响分析[J].地理学报,1996,51 (1):51~57
    [22] 李锦秀,刘树坤,陈喜军,禹雪中.山体遮挡对滇池风生流的影响初探[J].湖泊科学,1996,8(4):312~318
    [23] Leendertse J. J., R. C. Alexander, S. K. Liu, A three-dimensional model for Estuaries and Coastal seas [A]. In: Vol. Ⅰ, Principles of Computations [C], Santa Monica California, Rand Corp., 1973: 36~51
    [24] Simons T. J., Development of three-dimensional numerical model of the Great Lakes [J]. Ca. Imlan Water Branch Sci Ser, 1973: 12~269
    [25] 姜家虎.云南抚仙湖、滇池二维分层水质模拟研究[D].中科院地理与湖泊研究所硕士论文,1991
    [26] 杨具瑞,方泽.滇池二维分层水质模拟研究[J].环境科学学报,2002:533~535
    [27] 王惠中,宋志尧,薛鸿超.考虑垂直涡粘系数非均匀分布的太湖风生流准三维数值模型[J].湖泊 科学,2001,13 (3):233~239
    [28] Kresimit Zic, Jorg Imberger, Numerical simulations of lake Biwa [M]. Nedlands, Center for water Research University of Western Australia, 1993
    [29] Cassulli V., Cattani E., Stability, accuracy and efficiency of a semi-implicit method for three-dimensional shallow waterb flow [J]. Computers Math. Applic. 1994, 27 (4): 99~112
    [30] Stansby P. K., Lloyd P. M. A., semi-implicit lagrangian scheme for 3-D shallow flow with a two-layer turbulence method [J]. Int. J. Numer. Methods in Fluids, 1995, 20: 115~133
    [31] Stansby P. K., Semi-implicit volume shallow-water flow and solute transport salver with kepsilon turbulence model [J]. Int. J. Numer, Methods in Fluids, 1997, 25: 285~313
    [32] 焦春萌.太湖水动力学和悬移质输移的三维模型[D].中科院地理与湖泊研究所硕士论文,1988
    [33] 梁瑞驹,仲金华.太湖风声流的三维数值模拟[J].湖泊科学,1994,6 (4):289~297
    [34] 张利民,濮培民.一个三维斜压水动力模型的建立及在日本琵琶湖的应用[J].湖泊科学,1996,8(1):1~7
    [35] 逢勇,濮培民.非均匀风场作用下太湖风风生流、风涌水的数值模拟及验证[J].海洋湖沼通报,1994,(4):9~15
    [36] 逢勇,濮培民等.太湖风声流三维数值模拟实验[J].地理学报,1996:328~332
    [37] 黄平,毛荣生.湖泊三维风声流隐式差分模型的研究[J].湖泊科学,1997,9 (1):15~21
    [38] 朱永春,蔡启铭.太湖梅梁湾三维水动力学的研究[J].海洋与湖沼,1998,29 (1):79~85
    [39] 胡维平,濮培民,秦伯强.太湖水动力学三维数值模拟实验研究—1[J].风声流和风涌增减水的三维数值模拟.湖泊科学,1998,10 (4):17~25
    [40] 王惠中,宋志尧,薛鸿超.考虑垂直涡黏系数非均匀分布的太湖风生流准三维数值模型[J].湖泊科学,2001,13 (3):233~239
    [41] 刘晓东.四叉数网格二维水流及物质输运的数学模型[D].河海大学硕士论文,2002
    [42] 李一平,逢勇,张志毅等.太湖梅梁湾、贡湖套网格风生流数值模拟[J].水资源保护,2004,20 (2):19~21
    [43] 罗激葱.太湖水动力学及其环境效应研究[D].中国科学院南京地理研究所博士论文,2004
    [44] Vollenweider R. A., Input-Output Models with Special Reference to the Phosphorus Loading Concept in Limnology [J]. Sch weize rische Zeitschrift Hydrol, 1975, 37: 53~84
    [45] Cassell E. A., Dorioz J. M., Modeling phosphorus dynamics approaches [J]. Journal of Environment Quality, 1998, 27(2): 293~298
    [46] Welch E. B., Spyridakis D. E., Shuster J. I., Declining lake sediments phosphorus release and oxygen diversion [J]. Journal of Water Pollution Control Federation, 1986, 58(1): 92~96
    [47] Ahlgren I., Role of sediments in the process of recovery of a eutrophicated lake [A]. In: Golterman H L(ed.), Interactions Between Sediments and Fresh Water [C]. The Hague, 1977: 172~177
    [48] Steven C. C., Long term phenomenological model of phosphorus and oxygen for stratified lakes [J]. Water Research, 1991, 25(6): 707~715
    [49] Kamp N. L., Modeling the temporal variation in sediment phosphorus fractions [A]. In: Golterman H L(ed.), Interactions Between Sediments and Fresh Water[C]. The Hague, 1978: 277~285
    [50] Lung W. S., Canale R. P., Freodman P. L., Phosphorus models for eutrophic lakes [J]. Water Research, 1976, 10(8): 1101~1114
    [51] Malueg K. W., Larsen D. P., Schults D., Wand Mercier H. T., A six year water, phosphorus and nitrogen budget of Shagawa lake[J]. Journal of Environmental Quality, 1975, 4(2): 236~242
    [52] Bault J. M., A model of phytoplankton development in the Lot river [France]: simulation of scenaries [J]. Water Research, 1998, 33(4): 1065~1079
    [53] Jφrgensen S. E., Application of Ecological Modeling in Environmental Management [M]. New York: Elsevier Scientific Publishing Company, 1983
    [54] Di Toro D. M., Applicability of cellular equilibrium and Monod theory to phytoplankton growth kinetics [J]. Ecological Modeling, 1980, 8(1): 201~218
    [55] Chen C. W., Oriob C. T., Ecological simulation for aquatic environments [A]. In: Pattern B C(ed.), System Analysis and Simulation in Ecology[C], New York: Academic press, 1975, (3): 556~571
    [56] Nyholm N., A simulation model for phytoplankton growth and nutrient cycling in eutrophic shallow lakes [J]. Ecological Modelling, 1988, 4(3): 279~310
    [57] Janse J. H., A mathematical model of the phosphorus cycle in lake Loosdrecht and simulation of additional measures [J]. Hydrobiologia, 1992, 133(1): 119~136
    [58] Robert P., Kees K., Lambertus L., Primary production estimation from continuous oxygen measurements in relation to external nutrient input [J]. Water Research, 1996, 30(3): 625~643
    [59] Thomas J. R., Victor J. B., A preliminary modeling analysis of water quality in lake OKEECHOBEE, Florida: calibration results [J]. Water Research, 1995, 29(12): 2755~2766
    [60] Jφrgensen S. E., State-the-art management of models for lakes and Reservoirs [J]. Lakes and Reservoirs Research and Management, 1995, 1(2): 79~87
    [61] Cerco C. F. and Cole F., Three dimensional eutrophication model of Chesapeakebay [J]. Journal of Environmental Engineering, 1993, 19(6): 1006~1025
    [62] Pilar H., Robert B. A. and Daniel P., Modeling eutrophication kinetics in reservoir microcosms [J]. Water Research, 1997, 31(9): 2511~2519
    [63] 阮景荣,蔡庆华,刘建康.武汉东湖的磷-浮游植物动态模型[J].水生生物学报,1988,12 (4):289~307
    [64] 刘玉生,唐宗武,韩梅,邹兰,郑丙辉.滇池富营养化生态动力学模型及其应用[J].环境科学研究,1991,4 (6):1~8
    [65] 宋永昌,王云,戚仁海.淀山湖富营养化及其防治研究[M].上海:华东师范大学出版社,1991
    [66] QI Cben, ZHAO Diohua, Tabios ,et al, 2-D coupled water quality model for industrial effluent transport [A]. In: Proceedings of 1998 International Water Resources Engineering Conference [C], Tennessee, USA, 1998: 1106~1121
    [67] Zhao D. H., Lai J. S., SHen H. W., A two-dimensional contaminant transport model with high-resolution upwind schemes [A]. In: Proc, ASCE 1994 Conf. on Hydr Engrg Buffalo [C], NewYork, 1994: 135~139
    [68] 谭维炎,胡四一.计算浅水动力学的新方向[J].水科学进展,1992,3 (4):310~318
    [69] 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
    [70] Tan Wei-Yan, Shallow water hydrodynamics [A]. Elservier Oceanography Series [C], The NetherLands, 1992: 347~348
    [71] 蔡启铭.太湖环境生态研究[M].北京:气象出版社,1997
    [72] 太湖流域管理局职工技协.太湖出入湖河流2000年出入湖污染物负荷量分析报告[R].2002
    [73] Zhao D. H., Shen H. W., Lm J. S., Tabios G. Q., Approximate Riemann Solvem in FVM For 2-D Hydraulic Shock Waves Modelling[J]. Hydr Engrg ASCE, 1996, 122(12): 692~702
    [74] 秦伯强,范成新.大型浅水湖泊内源营养盐释放的概念性模式探讨[J].中国环境科学,2002,22 (2):150~153
    [75] 朱广伟,秦伯强,高光.浅水湖泊沉积物磷释放的重要因子——铁和水动力[J].农业环境科学学报,2003,22 (6):762~764
    [76] 罗潋葱,秦伯强.基于三维浅水模式的太湖水动力数值试验.盛行风作用下的太湖流场特征[J].水 动力学研究与进展,2003,18(6):686~691
    [77] 金相灿.中国湖泊环境(第一册)[M].北京:海洋科学出版社,1995
    [78] 范成新等.太湖营养元素的变化与浮游生物的演变[A].中科院南京地理与湖泊所集刊[C].北京:科学出版社,1993 (9):37~47
    [79] 窦明,谢平等.汉江水华问题研究[J].水科学进展,2002,13 (5):557~560