沿海缺水灌区地表水地下水联合调配理论及应用研究
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摘要
随着人口的增长和经济的发展,沿海地区供需水矛盾日益突出,而地表水地下水联合调配是解决水资源紧缺的一个有效途径。为此,本文以地表水地下水联合优化调配为出发点,综述了国内外研究现状,从沿海缺水灌区地下水模拟模型、缺水灌区作物优化配水模型、地表水地下水联合调配耦合模型等方面对沿海缺水灌区地表水地下水联合调配理论及应用进行了系统深入的研究。主要内容包括:
     (1)对沿海水资源和开发利用现状进行分析,给出了沿海缺水灌区水循环系统结构及循环的路径图和水循环概化图,建立沿海缺水灌区地下水模拟模型。
     (2)以作物耗水规律、节水灌溉理论为依据,以充分利用降雨资源,节约水量,保证区域作物总体高产为原则,建立了缺水灌区作物优化配水模型。
     (3)分析沿海缺水灌区作物优化配水中影响地下水动态变化的主要因素和地下水对作物优化配水约束的主要反馈因素,建立了缺水灌区地表水地下水联合调配耦合模型。
     (4)利用混沌优化算法的遍历性,将人工鱼群算法和混沌优化算法结合对人工鱼群算法进行改进,提出了一种新的智能优化算法——混沌人工鱼群算法。
     (5)研究了沿海缺水灌区地表水地下水联合调配耦合模型的求解方法,对于沿海缺水灌区地下水模拟子模型,采用陆面水量平衡和田间土壤水平衡方法计算降雨入渗和灌溉入渗,分析有限差分法求解模型的要点和步骤,用MODFLOW2000软件进行求解。对于缺水灌区作物优化配水子模型,利用混沌人工鱼群算法进行求解。然后,给出耦合模型的迭代求解步骤,在此基础上开发沿海缺水灌区地表水地下水联合调配管理信息系统。
     (6)应用上述耦合模型对山东省威海市节水灌溉示范区进行了实证分析,得到2010年p=50%和p=75%降雨频率下地表水地下水联合调配方案,并对联合调配方案下地下水运动进行了模拟,对模拟结果进行了分析。
     (7)综合理论和应用研究成果,给出了研究结论和需要进一步深入研究的问题。
With the increase of population and development of economy, the conflict between water supply and requirement is aggravating, and the integrated use of surface water and groundwater is an effective approach to solve the conflict. So the integrated use of surface water and groundwater as the main purpose in this paper, the research results at home and abroad were reviewed, and the theory and applying of groundwater simulation model in coastal water shortage irrigation, the model of optimization of water delivery for crops and the coupled model of surface water and groundwater and so on were researched. Study content including:
     (1) The situation of water resource exploitation and utilization was analyzed. The path graph and generalization chart of water circulation for coastal water shortage irrigation was given, and groundwater simulation model was established.
     (2) Based on the theory of water consumption of crops and water saving irrigation, and according to the principle of fully utilizing rainfall and crop high yielding, the model of optimal water delivery for crops in water storage irrigation was established.
     (3) The coupling of optimization water delivery and groundwater and the coupled model for the integrated use of surface water and groundwater in coastal water shortage irrigation were analyzed.
     (4) By making use of ergodicity of chaos optimization algorithm, the artificial fish swarm algorithm was improved by combining chaos optimization algorithm with artificial fish swarm algorithm, and obtain a new intelligent optimization method-chaos and artificial fish swarm algorithm.
     (5) The solving method for the coupled model was studied. The groundwater simulation model was solved by MODFLOW2000, in which the rainfall infiltration was calculated with land water balance equation and irrigation infiltration was calculated with soil water balance equation. The chaos and artificial fish swarm algorithm was used to solve the model of optimal water delivery for crops. The iterative solution of the coupled model was given. Information and management system for the integrated use of surface water and groundwater was developed.
     (6) Applying the model to water saving irrigation demonstration plot in Weihai, Shandong province, the scheme of the integrated use of surface and groundwater in 2010 was obtained. The movement of groundwater with the scheme simulated and analyzed.
     (7) According to the theory and application research results, the conclusion and questions need to be studied deeply was presented.
引文
[1] 李相然,韩德亮,宗学刚,等.沿海地区水资源开发引起的环境水文工程地质问题分析[J].宁夏工程技术.2002,6:18-23.
    [2] 林珍铭,韩增林.海水淡化对我国缓解沿海地区水资源短缺的作用分析[J].辽宁师范大学学报.2003,9:297-302.
    [3] 中国土地资源生产能力及人口承载量研究课题组.中国土地资源生产能力及人口承载量研究[M].北京:中国人民大学出版社,1991:185.
    [4] 王文元.海水淡化:解决沿海缺水的重要途径[N].知识界视野.瞭望新闻周刊.2002,10:41.
    [5] 陈守煜.21世纪水资源开发利用的河海协同原理[J].大连理工大学学报.2003,11:697-700.
    [6] 应玉飞,郑铣鑫,吴梁.中国沿海地区水资源及生态环境持续利用战略[J].环境科学进展.1999,6:131-139.
    [7] 薛鸿超,谢金赞.中国海岸带水文[M].北京:海洋出版社,1995:244.
    [8] 中国科学院地理研究所经济地理研究室[M].中国农业地理总论.北京:科学出版社,1983,3:337-394.
    [9] 刘文祥.水资源危机[M].贵阳:贵州科技出版社,2001.53.
    [10] N Buras.水资源科学分配.戴国瑞译[M].北京:水利电力出版社,1984.
    [11] Yu W,Y Y Haimes. Multilevel optimization for conjunctive use of ground and surface water[J]. Water ResRes. 1974,10(4):1677-1684.
    [12] 翟云敏.地表水与地下水联合运用及调控研究[J].水资源研究.1997,3:31-38.
    [13] C. R. Ranganathan, K. Panlanisami. Modeling economics of conjunctive surface and groundwater irrigation systems*[J]. Irrigation and Drainage systems 2004, 18: 127-143.
    [14] Knapp, K.C.,L.J. Olson. The economics of conjunctive ground water management with stochastic surface supplies[J].Journal of Environmental Economics and anagement. 1995,28(3): 340-356.
    [15] Eric M. LaBolle, Ayman A. Ahmed, and Graham E. Fogg. Review of the integrated groundwater and surface-water model(IGSM)[J].Ground water. 2003,41(2):238-246.
    [16] Pixie Hamilton. Groundwater and surface water: a single resource[J].Water Environment &Technology. 2005,17(5):37-42.
    [17] Buras N. Conjunctive operation of dams and aquifers[J]. Hydraul. Div. ASCE, 1963,89(HY6): 111-131.
    [18] Oeres. E.F., Liebman. J.C., Operating rules for joint operation of raw water sources[J].Water Resour. Res.,1971(7),225-235.
    [19] Wlliam W-G. Yeh. Systems Analysis in Ground-Water Planning and Management[J]. W.R.P.&M. 1992,118(3):224-237.
    [20] Homaifar A, et al. Constrained optimization via genetic algorithm [J]. SIMULATION, 1994, 62(4):242-254.
    [21] Fogel. D B.A. Comparison of evolutionary programming and genetic algorithm on selected constrained optimization problems[J]. SIMULATION. 1995, 64(6):399-406.
    [22] Wong, Hugh S. Sun, Ne-zheng. Optimization of conjunctive use of surface water and groundwater with water quality constrains[J].Proceedings of the Annual Water Resources Planning and Management Conference .1997,4: 408-413.
    [23] 杜文堂,张忠永.剡江流域地下水与地表水联合调度模型[J].辽宁工程技术大学学报(自然科学版).2000.4:156-159.
    [24] 孟庆伟,刘继朝,苗长军,等.豫北平原地下水与地表水联合调度初探[J].地下水.2004.12:232-235.
    [25] 齐学斌,庞鸿宾,赵辉,等.地表水地下水联合调度研究现状及其发展趋势[J].水科学进展.1999,3:89-94.
    [26] Yusman Syaukat, Glenn C Fox. Conjunctive surface and ground water management in the Jakarta region, in Donesia[J].Journal of the American Water Resources Association. 2004,12: 241-251.
    [27] Muhammad Shafqat Ejaz, Richard C. Peralta. Maximizing conjunctive use of surface and ground water under surface water quality constraints[J].Advances in Water Resources. 1995,2:67-75.
    [28] Khalid Qahman, Abdelkader, Larabi Driss Ouazar, Ahmed Naji, Alexander H.-D. Cheng. Optimal and sustainable extraction of groundwater in coastal aquifers[J]. Stoch Environ Res Risk Assess 2005,19: 99-110.
    [29] Robert V Sobczak, Thomas C Cambareri. Optimizing well placement in a coastal aquifer: Outer Cape Cod, Massachusetts[J].Journal of the American Water Resources Association. 2002,6: 747-757.
    [30] Michael A Robinson, William G Reay. Ground water flow analysis of a Mid-Atlantic outer coastal plain watershed, Virginia, U.S.A[J].Ground Water. 2002,4: 123-131.
    [31] V. Kaleris, G. Lagas, S. Marczinek. Modeling submarine groundwater discharge: an example from the western Baltic Sea[J].Journal of Hydrology. 2002,4:76-99.
    [32] Bruno Capaccion, Mariano Didero, Carmela Paletta et al. Saline intrusion and refreshening in a multilayer coastal aquifer in the Catania Plain(Sicily, Southern Italy):dynamics of degradation processes according to the hydrochemical characteristics of groundwater [J].Journal of Hydrology. 2004,8:1-16.
    [33] Varut Guvanasen, Shirley C Wade, Mark D Barcelo. Simulation of regional ground water flow and salt water intrusion in Hernando County, Florida[J].Ground Water. 2000,9:772-784.
    [34] 刘青勇,耿树德,董广清.王河流域地表水、地下水联合调度防治海水入侵的模拟分析[J].水资源研究.1996,12:29-34.
    [35] Gorelick S M. Conjunctive water use: understanding and managing surface water-ground water interaction[M]. Int Assoc Hydrol Sci Publ, 156,1986:547.
    [36] Wolf R J, Helgesen J O. Ground-and surface-water interaction between the Kansas River and associated alluvial aquifer, northeastern Kansas[M].Denver, Colorado: U S Geological Survey Water-Resour Inv Rept 92-4137,1993:59.
    [37] Winter T C, Harvey J W, Franke 0 L, et al. Ground water and surface water: A single resource[M]. Denver, Colorado:U S Geological Survey Circular 1139,1998:79.
    [38] Sophocleous M. Interactions between groundwater and surface water: The state of the science [J].Hydrogeology Journal, 2002,10:52-67.
    [39] Winter T C. Recent advances in understanding the interaction of groundwater and surface water [J].Reviews of Geophysics, 1995,33(9):985-994.
    [40] Bencala K E, Kennedy V C, Zellweger G W, et al. Interactions of solutes and streambed sediment, Part 1:An experimental analysis of cation and anion transport in a mountain stream[J].Water Resour Res, 1984,20(12):1797-1803.
    [41] Amleto A. Pucci Jr, Daryll A. Pope. Simulated effects of development on regional ground-water/surface-water interactions in the northern Coastal Plain of New Jersey[J].Journal of Hydrology. 1995.2:241-262.
    [42] 李秀堂.地表水地下水联合应用发展灌溉的探讨[J].东北水利水电.1998,2:42-44.
    [43] 李永杰,马孝义,康绍忠.泾惠渠灌区地表与地下水优化调度研究[J].农业工程学报.1999,3:124-128.
    [44] 谢新民,郭洪宇,唐克旺,等.华北平原区地表水与地下水统一评价的二元耦合模型研究[J].水利学报.2002,12:95-106.
    [45] 石玉波,朱党生.地表地下水联合管理模型及优化方法研究综述[J].水利水电科技进展.1995,8:18-24.
    [46] Buras N. Conjunctive operation of dams and aquifers [J].J. Hydraul. Div. ASCE, 1963, 89(HY6):111-131.
    [47] Nathan,Baras.地表地下水系统动态管理[J].水文地质工程地质译丛,1993(2):1-8.
    [48] 袁宏源.地面水与地下水联合利用的数学模型——人民胜利渠最优运行策略研究[J].武汉水利电力学院学报,1984(4):157-168.
    [49] 曾赛星,李寿声.灌溉水量分配大系统分解协调模型[J].河海大学学报.1990,18(1):67-74.
    [50] 李寿声.灌溉工程的地面水与地下水联合运用[J].华东水利学院学报.1983(4):1-11.
    [51] 颜志俊.地表水地下水联合运用的一种算法[J].水利学报.1991(7):40-43.
    [52] Young R A, Bredehoeft J D. Digital computer simulation for solving management problems of Conjunctive ground and surface water system[J]. W.R.R., 1972, 8(3): 553-556.
    [53] Thomas MaddockⅢ. The operation of a stream-aquifer system under stochastic demands[J]. W. R.R.,1974,10(1):1-10.
    [54] Haimes Y Y, Dreizin Y C. Management of ground water and surface water via decomposition[J]. W.R.R.,1977,13(1):69-76.
    [55] Dreizin Y C, Haimes Y Y. A hierarchy of response functions for groundwater management[J]. W. R.R.,1977,15(1):77-82.
    [56] Haimes Y Y. Hierarchical Analyses of water resources systems[J].NewYork: McGraw-Hall, 1977.
    [57] Seshadri, Surganaragana. Conjunctive use of surface ewater and groundwater management[J]. Symposium on groundwater ASCE, 1991.
    [58] James W M. Model for prescribing groundwater use permits[J]. J.W.R. Plan.& Manag. ASCE, 1992,118(5):224-230.
    [59] Matsukawa J. Conjunctive use planning in Madriver basin California [5]. J.W.R. Plan. &Manag, ASCE, 1994,120(2):115-131.
    [60] Bredehoeft J D, Young R A. Conjunctive use of groundwater and surface water for irrigated agriculture[J].Riskaverisn. W.R.R.,1983,19(5):1112-1121.
    [61] 邵景力.水资源-经济管理模型及其应用.水文地质工程地质.1994(4):1-8.
    [62] 翁文斌.地面水、地下水联合调度动态模拟方法及应用[J].水利学报.1988(2):1-10.
    [63] 38-1-20课题组.滹沱河冲积平原水资源系统分析及其数学模型研究[M].水文地质工程地质研究所所刊 第5号,北京:地质出版社,1989.
    [64] Thomas Maddock Ⅲ. Algebraic Technological Function from a simulation model[J]. W.R.R.,1972,8(1):129-134.
    [65] Morel-seytoux H J, Daly C J. A discrete kernel generator for stream-aquifer studies[J]. W.R.R.,1975,11(4):253-260.
    [66] Morel-seytoux H J. A simple case of conjunctive surface-groundwater management [J].Groundwater, 1975,13(6):506-515.
    [67] Hantush M M. Chance-constrained model for management of stream-aquifer management[J]. J. W. R. Plan.& Manag. ASCE, 1989, 115(3):259-277.
    [68] Noel. J and R.E. Howitt. Conjunctive Multibasin Management: An Optimal Control Approach[J]. Water Resources Research. 1982,18(4):753-763.
    [69] Becket L, Yeh WWG. Optimization of real time operation of a multipli-reservior system[J].Water Resources Research, 1974,10(6):1107-1112.
    [70] 问得溥.线性—动态规划改进模型及其应用[J].水科学进展.1998,9(2):136-145.
    [71] Howson HR, Sandcho NGF, New algorithm for the solution of multi-state dynamic programming problems[J].Math. Programming, 1975, 8(1):104-116.
    [72] 俞嘉第,陈继先,曾新云.动态规划的单增量搜索算法[J].运筹与管理.1995,14(1):5-11.
    [73] Ozden M. Binary state DP algorithm for operation problems of multireservoir systems[J]. Water Resources Research, 1984,20(1):104-116.
    [74] 陈惠源,裘杏莲,张开平,等.水电站系统径流补偿调节优化模型[J].水电能源科学.19886(2):152—159.
    [75] 姚华明,张浦,钟琦,等.水库群优化补偿调节模拟及计算方法[J].水电能源科学.1990,8(1):76-84.
    [76] Perera BJC, Codner GP. Computational improvement for stochastic dynamic programming models of urban water suppl reservoirs[J]. Journal of the American Water Resources Association, 1998,34(2):267-278.
    [77] Ka J, Esogbue AO. Fuzzy dynamic programming:main developments andapplications[J].Fuzzy Sets and Systems, 1996,81(1):31-45.
    [78] 冯宝平.区域水资源可持续利用理论与应用研究[D].南京:河海大学博士学位论文,2004.
    [79] 周明,孙树栋.遗传算法原理及应用[M].北京:国际工业出版社,1999:11-13.
    [80] 康立忠,谢云等.非数值并行算法(第一册)——模拟退火算法.北京:科学出版社,1995.
    [81] Dorigo M, Gambardella L M. Ant Colony System: A Cooperative Learning Approach to The Tralvelling Salesman Problems[J].IEEE Trans. On Evolutionary Computation, 1997,1(1):53-66.
    [82] Jagesh Y. Shah, Chi-Sang Pooh, Linear Independence of Internal Representations in Multilayer Perceptrons. IEEE Trans. On Neural Networks, 1999,10(1):10-18.
    [83] Eberhart R, Shi Yuhui. Particle Swarm Optimization:Developments, Applications and Resources [A]. Proc IEEE Int Conf on Evolutionary Computation[C]. Seoul, 2001:81-86.
    [84] ANDERSON M P, WOESSNER W W. Applied groundwater modeling: Simulation of flow and advective transport[M].New York: Academic PressInc.,1992:145-152.
    [85] EWINGR E. Multidisciplinary Interactions in energy and environmental modeling[J]. Journal of Computational and Applied Mathematics, 1996,74:193-215.
    [86] Wood W L. A note on how to avoid spurious oscillation in the finite element solution of the unsaturated flow equation[J].Journal of Hydrology, 1996, 176:205-218.
    [87] KIM Jun-mo, PARIZEK R R. Numerical simulation of the No-ordbergum effect resulting from groundwater pumping in a layered aquifer system[J]. Journal of Hydrology, 1997:231-243.
    [88] SCHEIBET, YABUSAKI S. Scaling of flow and transport behavior in heterogeneous groundwater systems[J]. Advances in Water Resources, 1998, 22(3):223-233.
    [89] GHASSEMI F, MOLSON J W FALKLAND A. three dimensional simulation of the Home Island freshwater lens: preliminary results[J]. Environmental Modeling & Software 1999,14:181-190.
    [90] PORTER D W, GIBBS B P. Data fusion modeling for groundwater systems[J].Journal of Contaminant Hydrology, 2000,42:303-335.
    [91] MAZZIA A, PUTTII M. Mixed-finite element and finite volume discretization for heavy brine simulations in groundwater[J]. Journal of Computational and Applied Mathematics, 2002, 147: 191-213.
    [92] LI Shuguang, McLANGHLIN D. A computationally practical method for stochastic groundwater modeling[J]. Advances in Water Resources, 2003, 26:1137-1148.
    [93] MEHL S, HILL M C. Development and evaluation of a local grid refinement method for block-centered finite-difference groundwater models using shared nodes[J]. Advances in Water Resources, 2002,25:497-511.
    [94] JUAN C S, KOLM K E. Conceptualization, characterization and numerical modeling of the Jackson Hole alluvial aquifer using ARC/INFO and MODFLOW[J]. Engineering Geology, 1996, 42: 119-137.
    [95] WINSTON R B. MODFLOW-related freeware and shareware Resources on the internet[J]. Computers& Geosciences, 1999, 25: 377-382.
    [96] OLSTHOORN T N. A comparative review of analytic and finite difference models used at the Amsterdam Water Supply[J]. Journal of Hydrology, 1999, 226: 139-143.
    [97] HARRINGTON G A, WALKER G R. A compartmental mixing-cell approach for the quantitative assessment of groundwater dynamics in the Otway Basin[J]. Journal of Hydrology, 1999, 214: 49-63.
    [98] BRODIE R S. Integrating GIS and RDBMS technologies during construction of a regional groundwater model[J]. Environmental Modeling& Software, 1999, 14: 119-128.
    [99] ATAIE-ASHTIANI B, VOLKER R E. Numerical and experimental study of seepage in unconfined aquifers with a periodic boundary condition[J]. Journal of Hydrology, 1999, 222: 165-184.
    [100] WINGLE W L, POETER E P, McKENNA S A. UNCERT: geostatistics, uncertainty analysis and sualization software applied to groundwater flow and contaminant transport modeling[J]. Computers& Geosciences, 1999, 25: 365-376.
    [101] RAMIREDDYGARI S R, SOPHOCLEOUS M A. Development and application of a comprehensive simulation model to evaluate impacts of watershed structures and irrigation water use on stream-flow and groundwater: the case of Wet Walnut Creek Watershed, Kansas, USA[J]. Journal of Hydrology, 2000, 236: 223-246.
    [102] OSMAN Y Z, BRUEN M P. Modeling stream-aquifer seepage in analluvial aquifer: an improved loosing-stream package for MODFLOW[J]. Journal of Hydrology, 2002, 264: 69-86
    [103] SAMANI N, KOMPANI-ZARE M, BARRY D A. MODFLOW equipped with a new method for the accurate simulation of axisymmetric flow[J]. Advances in Water Resources, 2004, 27: 31-45.
    [104] DAHANO, McGRAW D. Multi-variable mixing cell model as a calibration and validation tool for hydrogeologic groundwater modeling[J]. Journal of Hydrology, 2004, 293: 115-136.
    [105] FACCHI A, ORTUANI B. Coupled SVAT-groundwater model for water resources simulation in irrigated alluvial plains[J]. Environmental Modeling& Software, 2004, 19: 1053-1063.
    [106] 陈家军,王红旗,张征.地质统计学方法在地下水水位估值中应用[J].水文地质工程地质.1998(6):7-10.
    [107] 卞锦宇,薛禹群,程诚.上海市浦西地区地下水三维数值模拟[J].中国岩溶.2002,21(3):182-187.
    [108] 王玮.水文地质数值模拟中节点地面标高的获取方法[J].长安大学学报:地球科学版,2003,25(2):41-45.
    [109] 卢文喜.地下水运动数值模拟过程中边界条件问题探讨[J].水利学报.2003(3):33-36.
    [110] 武强,徐华.地下水模拟的可视化设计环境[J].计算机工程.2003,29(6):69-70.
    [111] 张明江,门国发,陈崇希,等.渭干河流域三维地下水流数值模拟[J].新疆地质.2004,22(3):238-243.
    [112] 张祥伟,竹内邦良.大区域地下水模拟的理论和方法[J].水利学报.2004(6):7-13.
    [113] 廖华胜,李连侠,LIShuguang,等.地下水非平稳随机模型及空间变异性与非均匀性相互关系研究的展望[J].水利学报.2004(10):13-21.
    [114] 薛禹群,叶淑君,谢春红.多尺度有限元法在地下水模拟中的应用[J].水利学报.2004(7):7-13.
    [115] 魏连伟,邵景力,崔亚莉,等.模拟退火算法反演水文地质参数算例研究[J].吉林大学学报:地球科学版,2004,34(4):612-616.
    [116] 陈锁忠,马千程.苏锡常地区 GIS 与地下水开采及地面沉降模型系统集成分析[J].水文地质工程地质.1999(5):26-29.
    [117] 陈劲松,万力.MODFLOW中不同方程组求解方法差异分析[J].工程勘察.2002(2):25-32.
    [118] 高佩玲,雷廷武,张石峰.新疆阿图什哈拉峻地区地下水系统模型研究[J].水利学报,2004(4):61-66.
    [119] 杨旭,杨树才,黄家柱.基于 GIS 的地下水数值模拟模型拟合方法[J].计算机工程.2004,30(11):50-51.
    [120] 陈锁忠,黄家柱,张金善.基于 GIS 的孔隙水文地质层三维空间离散方法[J].水科学进展.2004,15(5):634-639.
    [121] 陈喜,陈洵洪.美国SandHills地区地下水数值模拟及水量平衡分析[J].水科学进展.2004,15(2):94-99.
    [122] 罗毅.分布式生态水文学模型研究取得重大进展:SWATMOD.2K4[J].中国西部环境和生态科学简报.2004,1(6):2-8.
    [123] 季明川,赵德三.海水入侵机制及因素分析[J].海岸工程.1992,11(1):55-60.
    [124] Q. Zhang, R. E. Volker, D. A. Lockington. Influence of seaward boundary condition on contaminant transport in unconfined coastal aquifers[J]. Journal of Contaminant Hydrology 2001, 49: 201-215.
    [125] Q. Zhang, R. E. Volker, D. A. Lockington. Numerical investigation of seawater intrusion at Gooburrum, Bundaberg, Queensland, Australia[J]. Hydrogeology Journal 2004, 12: 674-687.
    [126] 成建梅,黄丹红,胡进武.海水入侵模拟理论与方法研究进展[J].水资源保护.2004,2:3-9.
    [127] V. Kaleris, G. Lagas, S. Marczinek, J. A. Piotrowski. Modelling submarine groundwater discharge: an example from the western Baltic Sea[J]. Journal of Hydrology 2002(265): 76-99
    [128] Christian D Langevin. Simulation of submarine ground water discharge to a marine estuary: Biscayne Bay, Florida[J]. Ground Water. 2003, 12: 758-772.
    [129] 高海鹰,张奇.污染物在受潮汐影响的地下水中输移的模拟[J].东南大学学报(自然科学版).2005,11:950-953.
    [130] Michael G. McDonald and Arlen W. Harbaugh. Electronic Manual for Modflow[M]. Virginia, 2000.
    [131] 曹万金.地下水资源计算与评价[M].北京:水利电力出版社,1985,6:64-65.
    [132] 张永勤,缪启龙,何毓意,等.区域水资源量的估算及预测分析——以南京地区为例[J].地理科学.2001,10:458-464.
    [133] 张展羽,赖明华,朱成立.非充分灌溉农田土壤水分动态模拟模型[J].灌溉排水学报.2003,2:22-25.
    [134] 云桂春,成徐州.水资源管理的新战略[M],人工地下水回灌.北京:中国建筑出版社,2004:5.
    [135] Gerald, T. O., Mara. The conjunctive use of surface and groundwater recourses[J]. A World Bank Symposium. 1998: 17.
    [136] 成建梅,胡进武.饱和水流溶质运移问题数值解法综述[J].水文地质工程地质.2003(2):99-106.
    [137] 李龙昌,李永顺,张展羽,等.华东北部半湿润偏旱井渠结合灌区(山东威海)节水农业综合技术体系集成与示范[D].220-225.
    [138] 张展羽,李寿声.非充分灌溉制度设计优化模型[J].水科学进展.1993,9:207-208.
    [139] M. E. Grismer, M. Orang, R. Snyder et al. Pan Evaporation to Reference Evapotranspiration Conversion Methods. Journal of Irrigation and Drainage Engineering, Vo.128, No. 3, June 1, 2002: 180-184.
    [140] 许迪,刘钰.测定和估算田间作物腾发量方法研究综述.灌溉排水.1997,16(2):54-59.
    [141] 杜文堂.对地下水与地表水联合调度若干问题的探讨[J].工程勘察.2000,2:8-12.
    [142] Harbaugh A W, Banta R E, Hill M C, et al. MODFLOW-2000, The U. S. Geological Survey modular ground-water model-user guide to modularization concepts and the ground[R]. water flow process. Denver: U S Geological Survey Open e Report 00-92, 2000.
    [143] Anon D. Visual MODFLOW V. 2. 8. 2 user's manual for professional applications in three-dimensional groundwater flow and contaminant transport modeling[M]. Ontario: Waterloo Hydrogeologic Inc, 2000.
    [144] 潘丰,李海波.连续函数优化的一种新方法—蚁群算法[J].计算机测量与控制.2005,13(3):270-272.
    [115] 郭文,陈国龙.粒子群优化算法的研究进展[J].福建电脑.2005,4:7-8.
    [146] 戴冬雪,王祁,阮永顺,等.基于混沌思想的粒子群优化算法及其应用[J].华中科技大学学报.2005,10:53-55.
    [147] 俞欢军,许宁,张丽平,胡上序.混合粒子群优化算法研究[J].信息与控制.2005,8:500-504.
    [148] 陈云飞,刘玉树,范洁.赵基海火力优化分配问题的小生境遗传蚂蚁算法[J].计算机应用.2005.1:206-209.
    [149] 高鹰,谢胜利.混沌粒子群优化算法[J].计算机科学.2004,8:13-15.
    [150] 秦建华,李智.改进型粒子群算法在数控加工切削参数优化中的应用[J].设计与研究.2005,5:9-11.
    [151] 高尚,杨静宇,吴小俊,等.基于模拟退火算法思想的粒子群优化算法[J].计算机应用与软件.2005,1:103-105.
    [152] 金义雄,程浩忠,严健勇,等.改进粒子群算法及其在输电网规划中的应用[J].中国电机工程学报.2005,2:46-50.
    [153] 窦全胜,周春光,马铭.粒子群优化的两种改进策略[J].计算机研究与发展.2005,42(5):897-904.
    [154] 李晓磊,邵之江,钱积新.一种基于动物自治体的寻优模式:鱼群算法[J].系统工程理论与实践.2002,22(11):32-38.
    [155] 唐剑东,熊信银,吴耀武,等.基于人工鱼群算法的电力系统无功优化[J].继电器.2004,10:9-14.
    [156] 李晓磊,钱积新.基于分解协调的人工鱼群优化算法研究[J].电路与系统学报.2003,2:1-6.
    [157] 王凌,郑大钟,李清生.混沌优化方法的研究进展.计算技术与自动化,2001,20(1):1-5.
    [158] 李晓磊.一种新型的智能优化方法——人工鱼群算法[D].杭州:浙江大学.2003.