白洋淀湿地系统地表水和地下水相互关系的研究
|
摘要
白洋淀湿地是大清河河系中重要的蓄水枢纽,它对维持河北平原生态平衡有着不可忽视的作用。因此,白洋淀流域的水资源状况直接影响着流域内经济、社会以及生态环境的可持续发展。但是近年来,在全球变化和人类活动的双重影响下,流域内水文、下垫面条件的一致性遭到了破坏,水文特征已发生明显变化。白洋淀地表水资源逐年减少地表水位持续降低,水位变化频繁;同时淀区生活用水量逐渐增多,地表水资源已无法满足用水量的增长,地下水被大量开采;而包括白洋淀周边在内的经济区工业发达但已无地表水资源可供使用,地下水成为了工业的主要开采水源。种种这些原因都对白洋淀的蓄水量变化产生了很大的影响,因此明确白洋淀湿地地表水和地下水之间的水力联系,规划其整体水资源具有重要意义。
本文的研究主要分为以下几个方面:(1)建立地下水系统。以白洋淀地表水位和周边地区地下水水位为基本数据,利用EXCEL数据分析功能进行回归分析并做F、t检验,在此基础上得到白洋淀地表水位与不同测站地下水水位之间的相关系数,以此为依据建立地下水系统,并把此系统分为两个区:核心影响区和强影响区。(2)反演渗透系数和给水度。以各分区为单位基于matlab软件建立了遗传算法和地下水系统二维渗流方程相结合的优化程序。在给定渗透系数和给水度的变化范围基础上,以优化程序计算出来的水位值与实测值差值平方和最小作为目标函数值。以目标函数式、约束条件式和地下水模型形成了地下水反演问题,得到了本文的渗透系数和给水度。(3)分析地下水位和地下水单宽流量的变化规律。在地表水常水头补给的前提下,针对高、中、低水位分别分析了地下水位和地下水单宽流量的变化规律。在地下水位年变化规律图和地下水单宽流量变化图中,从横向上分析了地下水位年变化(单宽流量变化)~流程~补给周期之间的关系,在纵向上分析了不同水位下地下水位年变化(单宽流量变化)~流程~补给周期之间的关系。(4)得到不同分区地下水储存量。依据地表水常水位补给地下水模型计算出了高、中、低三种不同水位下的不同分区地下水储存量,并在此基础上针对储存量进行了横向和纵向上的分析研究,得到了储存量的变化规律,以定量的方法进行了地表水和地下水相互关系的研究。
Baiyangdian wetland, which is a significant water hub of Daqing River, has a negligible effect in maintaining the ecological balance of Hebei Plain. Therefore, water resources within Baiyangdian Basin directly impact sustainable development of economic, social and ecological. But in recent years, under the double impact of global change and human activities, the agreement of the basin hydrology and land surface conditions had been undermined, with hydrological characteristics changed significantly. Reducing the surface water resources and continually decreasing surface water level of Baiyangdian, water level changes frequently. A large number of groundwater are exploited because surface water resources can not meet the water consumption growth. Meanwhile, groundwater is regarded as a major source of industry in the case of no surface water resources. Great changes of Baiyangdian water storage capacity have been produced for the above reasons. So it is a great significance to clear the hydraulic connection between surface water and groundwater and plan the overall water resources of Baiyangdian wetland.
The main contents of this paper are as follows:(1) Groundwater system is established. Regression analysis is carried out using the data analysis of EXCEL software, which regards the surface water level of Baiyangdian and the groundwater depth of surrounding areas as the basic data. Correlations are got after the F and t tests. Within the confine of the correlations,groundwater system is divided into two parts: core-affected zone and high-impact areas. (2) Permeability coefficients and specific yields are inverted. Optimization program, combined with GA and two-dimensional flow equation of groundwater is established aiming at the core-affected zone and high-impact areas based on matlab program. The minimum difference of the calculated and measured level is regarded as the objective function value based on the given range of permeability coefficients and specific yields. (3) The model is established which Baiyangdian constant head recharge groundwater periodic. The recharge and discharge relationship are definite analyzing the high level、middle level and low level. The relationship among water level variation and unit discharge variation、flow path、recharge period are analyzed. Groundwater storage of the different level is calculated according to the model in order to analyze the amount relation between the surface water and groundwater in the way of quantify. (4) Groundwater storages of different zones are got. Variations of the groundwater storages are studied from the horizontal and vertical as the basis of the model what has mentioned above. The relationship is studied with the quantitative methods between the surface water and groundwater.
本文的研究主要分为以下几个方面:(1)建立地下水系统。以白洋淀地表水位和周边地区地下水水位为基本数据,利用EXCEL数据分析功能进行回归分析并做F、t检验,在此基础上得到白洋淀地表水位与不同测站地下水水位之间的相关系数,以此为依据建立地下水系统,并把此系统分为两个区:核心影响区和强影响区。(2)反演渗透系数和给水度。以各分区为单位基于matlab软件建立了遗传算法和地下水系统二维渗流方程相结合的优化程序。在给定渗透系数和给水度的变化范围基础上,以优化程序计算出来的水位值与实测值差值平方和最小作为目标函数值。以目标函数式、约束条件式和地下水模型形成了地下水反演问题,得到了本文的渗透系数和给水度。(3)分析地下水位和地下水单宽流量的变化规律。在地表水常水头补给的前提下,针对高、中、低水位分别分析了地下水位和地下水单宽流量的变化规律。在地下水位年变化规律图和地下水单宽流量变化图中,从横向上分析了地下水位年变化(单宽流量变化)~流程~补给周期之间的关系,在纵向上分析了不同水位下地下水位年变化(单宽流量变化)~流程~补给周期之间的关系。(4)得到不同分区地下水储存量。依据地表水常水位补给地下水模型计算出了高、中、低三种不同水位下的不同分区地下水储存量,并在此基础上针对储存量进行了横向和纵向上的分析研究,得到了储存量的变化规律,以定量的方法进行了地表水和地下水相互关系的研究。
Baiyangdian wetland, which is a significant water hub of Daqing River, has a negligible effect in maintaining the ecological balance of Hebei Plain. Therefore, water resources within Baiyangdian Basin directly impact sustainable development of economic, social and ecological. But in recent years, under the double impact of global change and human activities, the agreement of the basin hydrology and land surface conditions had been undermined, with hydrological characteristics changed significantly. Reducing the surface water resources and continually decreasing surface water level of Baiyangdian, water level changes frequently. A large number of groundwater are exploited because surface water resources can not meet the water consumption growth. Meanwhile, groundwater is regarded as a major source of industry in the case of no surface water resources. Great changes of Baiyangdian water storage capacity have been produced for the above reasons. So it is a great significance to clear the hydraulic connection between surface water and groundwater and plan the overall water resources of Baiyangdian wetland.
The main contents of this paper are as follows:(1) Groundwater system is established. Regression analysis is carried out using the data analysis of EXCEL software, which regards the surface water level of Baiyangdian and the groundwater depth of surrounding areas as the basic data. Correlations are got after the F and t tests. Within the confine of the correlations,groundwater system is divided into two parts: core-affected zone and high-impact areas. (2) Permeability coefficients and specific yields are inverted. Optimization program, combined with GA and two-dimensional flow equation of groundwater is established aiming at the core-affected zone and high-impact areas based on matlab program. The minimum difference of the calculated and measured level is regarded as the objective function value based on the given range of permeability coefficients and specific yields. (3) The model is established which Baiyangdian constant head recharge groundwater periodic. The recharge and discharge relationship are definite analyzing the high level、middle level and low level. The relationship among water level variation and unit discharge variation、flow path、recharge period are analyzed. Groundwater storage of the different level is calculated according to the model in order to analyze the amount relation between the surface water and groundwater in the way of quantify. (4) Groundwater storages of different zones are got. Variations of the groundwater storages are studied from the horizontal and vertical as the basis of the model what has mentioned above. The relationship is studied with the quantitative methods between the surface water and groundwater.
引文
[1] Lex T,Kenneth K, Suduan GAO. Modeling drain water selenium removal in wetlands [J]. Irrigation and Drainage Engineering, 2004, 60~69
[2]白洋淀国土经济研究会.白洋淀综合治理与开发研究[M].河北人民出版社,1987,2~6.
[3]侯光才,苏小四等.鄂尔多斯白垩系地下水盆地天然水体环境同位素组成及其水循环意义[J].吉林大学学报(地球科学版)2007.3,37(2):254-260.
[4]俞发康.鄂尔多斯白垩系盆地北区地下水可更新能力研究[D].吉林大学,硕士论文,2007.
[5]柳富田,苏小四等. CFCS法在鄂尔多斯白垩系地下水盆地浅层地下水年龄研究中的应用[J].吉林大学学报(地球科学版)2007.3,37(2):298-302.
[6]董维红.反向水文地球化学模拟技术在鄂尔多斯白垩系自流水盆地深层地下水～(14)C年龄校正中的应用.吉林大学,博士论文,2005.
[7]刘玉.鄂尔多斯白垩系盆地径河流域地下水循环模式及其可更新能力评价[D].吉林大学,硕士论文,2007.
[8]西安地质矿产研究所.鄂尔多斯盆地地下水勘查报告[M],2006.10.32-82.
[9] Nield S p, Townley L R.Aframework for quantitative analysis of surface water-groundwater interaction: flowgeometry in a vertical section [J].Water Resource Research, 1994, 30 (8): 2461-2475.
[10] Yah J, Smith K R.Simulation of integrated surface water and ground water systems model formation [J].Water Resources Bulletin,1994,30 (5):879-890.
[11]吕宪国主编,湿地生态系统保护与管理[M],化学工业出版社,2004年。
[12]水利部综合事业局等,全国重点湿地水环境保护方略[M],2006年。[ 13 ]刘立华,程伍群,刘春光.白洋淀当前水量供需状态的研究[J].南水北调与水利科技,2005,3(3):22-23.
[14]尹健梅,程伍群等.白洋淀湿地水文水资源变化趋势分析[J].水资源保护,2009.1,25(1).
[15]刘越,程伍群等.白洋淀湿地生态水位及生态补水方案分析[J].河北农业大学学报.2010.3,33(2).
[16]周婧.白洋淀流域水资源优化配置研究[D].河北农业大学,硕士论文,2010.
[17]梁宝成,高芬,程伍群.白洋淀污染物时空变化规律及其对生态系统影响的探讨[J].南水北调与水利科技.2007.10,5(5).
[18]刘春兰,谢高地,肖玉.气候变化对白洋淀湿地的影响[J].长江流域资源与环境,2007,16(2): 245-250.
[19]王洁,徐宗学.白洋淀流域气温与降水量长期变化趋势及其持续性分析[J].资源科学,2009,31(9):1498-1505.
[20]鲍达明,胡波,赵欣胜,等.湿地生态用水标准确定及配置[J].资源科学,2007,29(5):110-120.
[21]吕晨旭等.近30年来白洋淀流域平原区地下水位动态变化及原因分析[J].南水北调与水利科技.2010.2,8(1).
[22]孟宪国.扎龙保护区地下水埋深的混沌分析[J].黑龙江水利科技.2008,3.
[23]韩爱果等.浅谈北京地区湿地修复与地下水资源的关系[J].水土保持研究.2006.8,13(4).
[24]王焱等.郎川公路附近湿地地下水文数值模拟[J].人民长江.2008.1,39(2).
[25]王庆永等.滨河湿地区域地下水平衡分析与研究[J].水资源与水工程学报.2008.4,19(2).
[26]高茂生等.潮汐作用下的滨海湿地浅层地下水动态变化[J].水文地质工程地质.2010.7,37(2).
[27]王立勇等.大庆及周边地区湿地萎缩及地下水现状分析[J].黑龙江水专学报.2010.6,37(2).
[28] Hailong Li,Jiu Jiu Jiao.Tidal groundwater levelfluctuations in L-shaped leaky coastal aquifer system[J].Jounrla of Hydrology.2002 268:234-243.
[29]周训,阮传侠,方斌,等.海潮及其影响下海岸带地下水位时间序列的周期性和滞后性[J].水文地质工程地质,2006,33(5):71-75.
[30]付丛生,陈建耀,曾松青,等.滨海地区潮汐对地下水位变化影响的统计学分析[J].水利学报,2008,39(12):1365-1377.
[31] Lanyon J A,EliotB I G,Clarke D J.Goundwater-level variation during semidurmal spring tidal cycles on a sandy beach[J].Freshwater resources,1982,33:377-400.
[32]王磊,章光新.扎龙湿地地表水与浅层地下水的水文化学联系研究[J].湿地科学.2007.6.
[33] J.M. Ferone1, K.J. Devito. Shallow groundwater–surface water interactions in pond–peatland complexes along a Boreal Plains topographic gradient[J].Journal of Hydrology 292 (2004): 75–95.
[34] Erik I. Anderson. Modeling groundwater-surface water interactions using the Dupuit appoxima- Tion[J]. Advances in Water Resources 28(2005): 315-327.
[35] Morel-Segtous H J.A combined model of water table and river stage evolution[J]. Water Resources Research, 1975,11 (6):968-972.
[36] Perkins S P, Sophocleous M. Development of comrehensive watershed model applied to study stream yield under drought conditions [J]. Ground Water, 1998,37 (3).
[37]Aravena R,Suzuki O.Isotopic evolution of river water in the Northern Chile region[J].Water Resour Res,1990,26(12):1887—1895
[38]R.E. Criss a, M.L. Davisson . Isotopic imaging of surface water/groundwater interactions, Sacramento Valley, California[J]. Journal of Hydrology 1996 (178): 205-222.
[39]Ph. Ne′grel. E. Petelet-Giraud. Surface water–groundwater interactions in an alluvial plain: Chemical and isotopic systematics[J]. Journal of Hydrology 2003 (277): 248–267.
[40]E. Petelet-Giraud, Ph.Ne′grel. Geochemical and isotopic constraints on groundwater-surface water interactions in a highly anthropized site. The Wolfen-Bitterfeld megasite (Mulde subcatchment, Germany) [J].Environmental Pollution 2007 (148):707-717.
[41]钱会,郑西来,樊秀峰.傍河取水越流稳定渗流问题的三维数值模拟研究[J].水利学报,1999,(3):25-27.
[42]陈喜,刘传杰,龙湖周边机井开采对地下水流影响的数值模拟[J],地球科学进展,2004年增刊,180~184.
[43]潘俊,安万金,王丹阳等.地表水与地下水的联合调蓄及其供水风险性分析[J],东北水利水电,2004年6期,34~36.
[44]聂振龙,陈宗宇等.黑河干流潜层地下水与地表水相互转化的水化学特征[J].吉林大学学报(地球科学版)2005.1, 35 (1): 48–53.
[45]高业新,王贵玲等石羊河流域的水化学特征及其地表水与地下水的相互转化[J].干旱区资源与环境2006.11,20(6):84-88.
[46]屈军霞,喻生波.疏勒河干流地表水与地下水水化学特征及相互转化关系[J].甘肃科技2007.4,23 (4): 120-121,237.
[47]周志芳,汤瑞凉.基于抽水试验资料确定含水层水文地质参数[J].河海大学学报:自然科学版,1999,27(3):5-8.
[48] KIPP K L.Type curve analysis of inertial effects in the response of a well to a slug test[J].Water Resources Research,1985,21(9):1397-1408.
[49]鞠晓明等.抽水试验与微水试验在确定水文地质参数中的对比分析[J].工程勘察.2011.
[50]聂庆林等.抽水试验确定承压含水层参数方法探讨[J].水文地质工程地质.2009(4),37~40.
[51]张石春等.大埋深条件下水文地质参数分析[J].水利规划与设计.2003.3,19~23.
[52]刘元会,常安定.利用抽水资料确定含水层参数的二分法[J].西安石油大学学报(自然科学版).2009年7月第24卷第4期.
[53]张瑞莲.利用地下水动态观测资料确定面状井系的水文地质参数[J]水利科技.2008年第4期.
[54]郭龙珠等.三江平原挠力河流域水文地质参数的分析与确定[J].东北农业大学学报.2008.9.
[55]戚赏.商丘市中深层微咸水水文地质参数计算方法探讨[J].能源及环境.中国科技信息2010年第20期,16~18.
[56]乔如瑞.抽放水自动监测系统在抽水试验中的应用[J]地下水.2010年7月.
[57]Freyberg J, Carrera J, Galarza G, etal. Application of an automatic calibration technique to modeling an alluvial aquifer [M]. IAHS Publication, 1990(195):87~96.
[58]霍小虎,黄国如.遗传算法在水文地质参数确定中的应用[J].地下水, 2001, 23(4): 195-197.
[59]李竞生,姚磊华.遗传算法在反演三维地下水流模型参数中的应用[J].水文地质工程, 2002(5): 7-11.
[60]张俊艳,魏连伟,韩文秀等.基于RBF神经网络的水文地质参数识别[J].中国工程科学,2004,6(8):74~78.
[61]张娟娟,郭建青,韩淑敏等.基于改进模拟退火算法反演水文地质参数[J].中国农村水利水电,2005,9:5~8.
[62] Zheng C, Wang P. Parameter structure idenification using tabu search and simulated annealing[J]. Advances in water resources.1996,19(4):215~ 224.
[63]黄勇,周志芳.基于混沌遗传混合法的裂隙掩体模型参数识别[J].勘察科学技术,2005(4):19~23.
[64]朝伦巴根,高瑞忠,朱仲元等.基于Neuman理论的神经网络优化确定水文地质参数IJ].工程勘察2006,2:19~26.
[65]魏连伟,邵景力,张建立等.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,2004,34(4):612~616.
[66] Ching P, Chun A C. Application of tabu search to ground water parameter zonation[J]. Journalof the american water resources as-sociation, 38(4):1115~1125.
[67]陈静,周志芳,周玉新.基于tabu搜索法的水文地质参数反演[J].金属矿山,2005, 3:46~48.
[68]郭高轩,吴吉春.应用GPR获取水文地质参数研究初探[J].水文地质工程地质,2005,1:89~93.
[69]魏广庆,成春奇.地质统计学及其在井田松散含水层水文地质参数场研究中的运用[J].矿业安全与环保,2005,32(3):52~56.
[70]王敏,朱国荣,孔祥龙等.用Hooke-Jeeves方法进行水文地质参数寻优的研究[J].地质论评,2005,51(6):724~727.
[71]王敏,朱国荣,王浩然等.基于区域分解法的水文地质参数寻优研究[J].水文地质工程地质,2006,1:65~68.
[72]王为东.芦苇型湿地生态系统的潜水水质状态研究[J].生态学报, 2001.1,21(6) .
[73]张仁忠.Excel中的统计函数在医学统计中的应用[J].中国卫生统计,2001,18(3):183.
[74]江思珉,朱国荣,孙振波,等.基于连续不确定区域的蚁群算法求解水文地质逆问题.水文地质工程地质,2007,(3).
[75] Holland J.H.Adaptation in Nature and Artificial Systems[D].The University of Michigan -press,1975,MIT Press 1992.
[76]陈雨孙.地下水运动与水资源评价[M].中国建筑工业出版社.
[2]白洋淀国土经济研究会.白洋淀综合治理与开发研究[M].河北人民出版社,1987,2~6.
[3]侯光才,苏小四等.鄂尔多斯白垩系地下水盆地天然水体环境同位素组成及其水循环意义[J].吉林大学学报(地球科学版)2007.3,37(2):254-260.
[4]俞发康.鄂尔多斯白垩系盆地北区地下水可更新能力研究[D].吉林大学,硕士论文,2007.
[5]柳富田,苏小四等. CFCS法在鄂尔多斯白垩系地下水盆地浅层地下水年龄研究中的应用[J].吉林大学学报(地球科学版)2007.3,37(2):298-302.
[6]董维红.反向水文地球化学模拟技术在鄂尔多斯白垩系自流水盆地深层地下水～(14)C年龄校正中的应用.吉林大学,博士论文,2005.
[7]刘玉.鄂尔多斯白垩系盆地径河流域地下水循环模式及其可更新能力评价[D].吉林大学,硕士论文,2007.
[8]西安地质矿产研究所.鄂尔多斯盆地地下水勘查报告[M],2006.10.32-82.
[9] Nield S p, Townley L R.Aframework for quantitative analysis of surface water-groundwater interaction: flowgeometry in a vertical section [J].Water Resource Research, 1994, 30 (8): 2461-2475.
[10] Yah J, Smith K R.Simulation of integrated surface water and ground water systems model formation [J].Water Resources Bulletin,1994,30 (5):879-890.
[11]吕宪国主编,湿地生态系统保护与管理[M],化学工业出版社,2004年。
[12]水利部综合事业局等,全国重点湿地水环境保护方略[M],2006年。[ 13 ]刘立华,程伍群,刘春光.白洋淀当前水量供需状态的研究[J].南水北调与水利科技,2005,3(3):22-23.
[14]尹健梅,程伍群等.白洋淀湿地水文水资源变化趋势分析[J].水资源保护,2009.1,25(1).
[15]刘越,程伍群等.白洋淀湿地生态水位及生态补水方案分析[J].河北农业大学学报.2010.3,33(2).
[16]周婧.白洋淀流域水资源优化配置研究[D].河北农业大学,硕士论文,2010.
[17]梁宝成,高芬,程伍群.白洋淀污染物时空变化规律及其对生态系统影响的探讨[J].南水北调与水利科技.2007.10,5(5).
[18]刘春兰,谢高地,肖玉.气候变化对白洋淀湿地的影响[J].长江流域资源与环境,2007,16(2): 245-250.
[19]王洁,徐宗学.白洋淀流域气温与降水量长期变化趋势及其持续性分析[J].资源科学,2009,31(9):1498-1505.
[20]鲍达明,胡波,赵欣胜,等.湿地生态用水标准确定及配置[J].资源科学,2007,29(5):110-120.
[21]吕晨旭等.近30年来白洋淀流域平原区地下水位动态变化及原因分析[J].南水北调与水利科技.2010.2,8(1).
[22]孟宪国.扎龙保护区地下水埋深的混沌分析[J].黑龙江水利科技.2008,3.
[23]韩爱果等.浅谈北京地区湿地修复与地下水资源的关系[J].水土保持研究.2006.8,13(4).
[24]王焱等.郎川公路附近湿地地下水文数值模拟[J].人民长江.2008.1,39(2).
[25]王庆永等.滨河湿地区域地下水平衡分析与研究[J].水资源与水工程学报.2008.4,19(2).
[26]高茂生等.潮汐作用下的滨海湿地浅层地下水动态变化[J].水文地质工程地质.2010.7,37(2).
[27]王立勇等.大庆及周边地区湿地萎缩及地下水现状分析[J].黑龙江水专学报.2010.6,37(2).
[28] Hailong Li,Jiu Jiu Jiao.Tidal groundwater levelfluctuations in L-shaped leaky coastal aquifer system[J].Jounrla of Hydrology.2002 268:234-243.
[29]周训,阮传侠,方斌,等.海潮及其影响下海岸带地下水位时间序列的周期性和滞后性[J].水文地质工程地质,2006,33(5):71-75.
[30]付丛生,陈建耀,曾松青,等.滨海地区潮汐对地下水位变化影响的统计学分析[J].水利学报,2008,39(12):1365-1377.
[31] Lanyon J A,EliotB I G,Clarke D J.Goundwater-level variation during semidurmal spring tidal cycles on a sandy beach[J].Freshwater resources,1982,33:377-400.
[32]王磊,章光新.扎龙湿地地表水与浅层地下水的水文化学联系研究[J].湿地科学.2007.6.
[33] J.M. Ferone1, K.J. Devito. Shallow groundwater–surface water interactions in pond–peatland complexes along a Boreal Plains topographic gradient[J].Journal of Hydrology 292 (2004): 75–95.
[34] Erik I. Anderson. Modeling groundwater-surface water interactions using the Dupuit appoxima- Tion[J]. Advances in Water Resources 28(2005): 315-327.
[35] Morel-Segtous H J.A combined model of water table and river stage evolution[J]. Water Resources Research, 1975,11 (6):968-972.
[36] Perkins S P, Sophocleous M. Development of comrehensive watershed model applied to study stream yield under drought conditions [J]. Ground Water, 1998,37 (3).
[37]Aravena R,Suzuki O.Isotopic evolution of river water in the Northern Chile region[J].Water Resour Res,1990,26(12):1887—1895
[38]R.E. Criss a, M.L. Davisson . Isotopic imaging of surface water/groundwater interactions, Sacramento Valley, California[J]. Journal of Hydrology 1996 (178): 205-222.
[39]Ph. Ne′grel. E. Petelet-Giraud. Surface water–groundwater interactions in an alluvial plain: Chemical and isotopic systematics[J]. Journal of Hydrology 2003 (277): 248–267.
[40]E. Petelet-Giraud, Ph.Ne′grel. Geochemical and isotopic constraints on groundwater-surface water interactions in a highly anthropized site. The Wolfen-Bitterfeld megasite (Mulde subcatchment, Germany) [J].Environmental Pollution 2007 (148):707-717.
[41]钱会,郑西来,樊秀峰.傍河取水越流稳定渗流问题的三维数值模拟研究[J].水利学报,1999,(3):25-27.
[42]陈喜,刘传杰,龙湖周边机井开采对地下水流影响的数值模拟[J],地球科学进展,2004年增刊,180~184.
[43]潘俊,安万金,王丹阳等.地表水与地下水的联合调蓄及其供水风险性分析[J],东北水利水电,2004年6期,34~36.
[44]聂振龙,陈宗宇等.黑河干流潜层地下水与地表水相互转化的水化学特征[J].吉林大学学报(地球科学版)2005.1, 35 (1): 48–53.
[45]高业新,王贵玲等石羊河流域的水化学特征及其地表水与地下水的相互转化[J].干旱区资源与环境2006.11,20(6):84-88.
[46]屈军霞,喻生波.疏勒河干流地表水与地下水水化学特征及相互转化关系[J].甘肃科技2007.4,23 (4): 120-121,237.
[47]周志芳,汤瑞凉.基于抽水试验资料确定含水层水文地质参数[J].河海大学学报:自然科学版,1999,27(3):5-8.
[48] KIPP K L.Type curve analysis of inertial effects in the response of a well to a slug test[J].Water Resources Research,1985,21(9):1397-1408.
[49]鞠晓明等.抽水试验与微水试验在确定水文地质参数中的对比分析[J].工程勘察.2011.
[50]聂庆林等.抽水试验确定承压含水层参数方法探讨[J].水文地质工程地质.2009(4),37~40.
[51]张石春等.大埋深条件下水文地质参数分析[J].水利规划与设计.2003.3,19~23.
[52]刘元会,常安定.利用抽水资料确定含水层参数的二分法[J].西安石油大学学报(自然科学版).2009年7月第24卷第4期.
[53]张瑞莲.利用地下水动态观测资料确定面状井系的水文地质参数[J]水利科技.2008年第4期.
[54]郭龙珠等.三江平原挠力河流域水文地质参数的分析与确定[J].东北农业大学学报.2008.9.
[55]戚赏.商丘市中深层微咸水水文地质参数计算方法探讨[J].能源及环境.中国科技信息2010年第20期,16~18.
[56]乔如瑞.抽放水自动监测系统在抽水试验中的应用[J]地下水.2010年7月.
[57]Freyberg J, Carrera J, Galarza G, etal. Application of an automatic calibration technique to modeling an alluvial aquifer [M]. IAHS Publication, 1990(195):87~96.
[58]霍小虎,黄国如.遗传算法在水文地质参数确定中的应用[J].地下水, 2001, 23(4): 195-197.
[59]李竞生,姚磊华.遗传算法在反演三维地下水流模型参数中的应用[J].水文地质工程, 2002(5): 7-11.
[60]张俊艳,魏连伟,韩文秀等.基于RBF神经网络的水文地质参数识别[J].中国工程科学,2004,6(8):74~78.
[61]张娟娟,郭建青,韩淑敏等.基于改进模拟退火算法反演水文地质参数[J].中国农村水利水电,2005,9:5~8.
[62] Zheng C, Wang P. Parameter structure idenification using tabu search and simulated annealing[J]. Advances in water resources.1996,19(4):215~ 224.
[63]黄勇,周志芳.基于混沌遗传混合法的裂隙掩体模型参数识别[J].勘察科学技术,2005(4):19~23.
[64]朝伦巴根,高瑞忠,朱仲元等.基于Neuman理论的神经网络优化确定水文地质参数IJ].工程勘察2006,2:19~26.
[65]魏连伟,邵景力,张建立等.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,2004,34(4):612~616.
[66] Ching P, Chun A C. Application of tabu search to ground water parameter zonation[J]. Journalof the american water resources as-sociation, 38(4):1115~1125.
[67]陈静,周志芳,周玉新.基于tabu搜索法的水文地质参数反演[J].金属矿山,2005, 3:46~48.
[68]郭高轩,吴吉春.应用GPR获取水文地质参数研究初探[J].水文地质工程地质,2005,1:89~93.
[69]魏广庆,成春奇.地质统计学及其在井田松散含水层水文地质参数场研究中的运用[J].矿业安全与环保,2005,32(3):52~56.
[70]王敏,朱国荣,孔祥龙等.用Hooke-Jeeves方法进行水文地质参数寻优的研究[J].地质论评,2005,51(6):724~727.
[71]王敏,朱国荣,王浩然等.基于区域分解法的水文地质参数寻优研究[J].水文地质工程地质,2006,1:65~68.
[72]王为东.芦苇型湿地生态系统的潜水水质状态研究[J].生态学报, 2001.1,21(6) .
[73]张仁忠.Excel中的统计函数在医学统计中的应用[J].中国卫生统计,2001,18(3):183.
[74]江思珉,朱国荣,孙振波,等.基于连续不确定区域的蚁群算法求解水文地质逆问题.水文地质工程地质,2007,(3).
[75] Holland J.H.Adaptation in Nature and Artificial Systems[D].The University of Michigan -press,1975,MIT Press 1992.
[76]陈雨孙.地下水运动与水资源评价[M].中国建筑工业出版社.