[1]刘仁涛,付强,张艳梅,等.三江平原地下水脆弱性评价的熵权系数法模型[J].水土保持研究,2007,14(06):20-22,84.
LIU Ren-tao,FU Qiang,ZHANG Yan-mei,et al.Entropy Weight Coefficient Model of Evaluationin Groundwater Vulnerability of the Sanjiang Plain[J].Research of Soil and Water Conservation,2007,14(06):20-22,84.
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《水土保持研究》[ISSN:1005-3409/CN:61-1272/P]
卷:
14
期数:
2007年06期
页码:
20-22,84
栏目:
出版日期:
1900-01-01
- Title:
-
Entropy Weight Coefficient Model of Evaluationin Groundwater Vulnerability of the Sanjiang Plain
- 作者:
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刘仁涛1, 付强1, 张艳梅2, 盖兆梅1
-
1. 东北农业大学 水利与建筑学院, 哈尔滨 150030;
2. 哈尔滨轴承集团公司, 哈尔滨 150036
- Author(s):
-
LIU Ren-tao1, FU Qiang1, ZHANG Yan-mei2, GAI Zhao-mei1
-
1. College of Water Conservancy and Building Engineering, Northeast Agricultural University, Harbin 150030, China;
2. Harbin Bearing Group Company, Harbin 150036, China
-
- 关键词:
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地下水脆弱性; 熵权系数法模型; 指标体系
- Keywords:
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groundwater vulnerability; Entropy Weight Coefficient Model; indexes system
- 分类号:
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F323.213
- 摘要:
-
对地下水脆弱性进行评价,可为合理地保护、开发和利用地下水资源,实现地下水资源的可持续利用提供有益参考。结合三江平原实际情况,在传统的DRASTIC模型基础上,建立新的指标体系,包括以下7 项指标:地下水埋深、含水层的净补给、含水层的介质类型、土壤介质类型、含水层水力传导系数、土地利用率和人口密度。根据相关性分析,该评价指标体系较为合理。传统的评价方法,如层次分析法或模糊数学方法,不能排除主观确定权重的人为干扰,评价结果往往带有一定程度的主观性误差。为了合理地对地下水脆弱性进行评价,首次将熵权系数法模型应用于地下水脆弱性评价之中。该方法的权重通过计算过程得出,排除了人为的主观性干扰,为地下水脆弱性评价提供了一种新的方法。将该方法应用于三江平原的地下水脆弱性评价,得到了满意的结果。该模型的评价结果与基于实数编码加速遗传算法的投影寻踪模型的评价结果完全相同,说明熵权系数法可以应用于地下水性评价,其评价结果可为有关决策部门提供参考。
- Abstract:
-
For utilizing groundwater resource continuably, groundwater vulnerability evaluation is necessary.Useful reference to protect, exploit and utilize on groundwater resource are provided rationally.It is the key to establish the indexes system with the suited method to evaluate the vulnerability of groundwater.According to the real condition of Sanjiang Plain, the indexes system is established based on the traditional DRASTIC model.The new system includes 7 indexes as followings:Depth of Water, Net Recharge, Aquifer Media, Soil Media, Conductivity of the Aquifer, Land Utilizing Ratio and Population Density.The related analysis appears that the system is rather reasonable.Because traditional methods, such as analytic hierarchy process and fuzzy mathematics theory, can’t be avoided human interference in selection of weights, they could lead to an imprecise result.In order to evaluate the groundwater vulnerability reasonably, entropy weight coefficient method is applied for the first time, which provides a new way to groundwater vulnerability evaluation.The method is a model whose weights are insured by the calculation process, so the artificial disturbance can be avoided.It has been used to evaluate the groundwater vulnerability in Sanjiang Plain.The satisfying result is acquired.Comparably, the same result is acquired by the other method named projection pursuit evaluation based on real-coded accelerating genetic algorithm.It shows that ent ropy weight coefficient method is applicable on groundwater vulnerability evaluation.The evaluation result can provide reference on the decision-making departments.
参考文献/References:
[1] Jaroslav V, Alexander Z.Guidebook on Mapping Groundwater Vulnerability[A].Castany G, Groba E, Romijn E.International Contributions to Hydrogeology Founded[C].1968.
[2] 姜桂华.关中盆地地下水脆弱性研究[D].西安:长安大学, 2002.
[3] 郑秀慧, 张清, 罗敏.熵权系数法在投资项目风险决策的应用[J].科技与管理, 2000 (2):73-75.
[4] 付强.农业水土资源系统分析与综合评价[M].北京:中国水利水电出版社, 2005:350-352.
[5] 林运东, 门宝辉, 贾文善.熵权系数法在水体营养类型评价中的应用[J].西北水资源与水工程, 2002, 13 (3):27-28.
[6] Alley L, et al.DRASTIC.A Standardixed System for Evaluating Groundwater Pollution Potential Using Hydrogeologic Settings[M].U.S.Environmental Protection Agency, Ada, O K, EPA/600/2-87-036, 1987:445.
相似文献/References:
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ZHANG Shao-kun,FU Qiang,ZHANG Shao-dong,et al.The Application of DRASCLP Model in Groundwater Vulnerability Evaluation Based on GIS and Entropy Weight[J].Research of Soil and Water Conservation,2008,15(06):134.
[2]付强,刘仁涛,盖兆梅.几种地下水脆弱性评价方法之比较[J].水土保持研究,2008,15(06):46.
FU Qiang,LIU Ren-tao,GAI Zhao-mei.Comparison Three Methods of Groundwater Vulnerability Evaluation[J].Research of Soil and Water Conservation,2008,15(06):46.
[3]孙才志,王言鑫.基于WOE法的下辽河平原地下水硝酸盐氮特殊脆弱性研究[J].水土保持研究,2009,16(04):80.
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更新日期/Last Update:
1900-01-01