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银川平原承压水水位监测网优化设计

Optimum design of confined water level monitoring network of Yinchuan Plain
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摘要 由于引黄量的减少,加上银川平原区内水利工程的修建,改变了地表水和地下水的循环条件,使得地下水系统发生变化,对生态环境产生一定的影响,急需开展相关的研究工作.通过地下水动态分区法将银川平原分成了182个动态类型区,并对银川平原承压水水位监测井进行优化布设后,运用Kriging方法,对银川平原地下水水位监测井优化前后插值误差进行了计算分析.根据优化结果及误差分析,并考虑经济因素,最终确定需在银川平原布设215口承压水水位监测井.对监测井进行优化后,使得监测井能够更有效和准确地监测到地下水位在区域上的时空分布,为区域地下水资源评价、环境保护、农业规划等服务. For the reason of irrigation amount from yellow river being reduced,and some hydraulic engineering in Yinchuan plain have been built,the cycling conditions of surface water and groundwater have been changed,and the groundwater system changes,and the ecologic environment has been affected.Research work needs to carry out about them.Using groundwater dynamic type method,Yinchuan Plain can be divided into 182 dynamic zones.After optimization designing of confined water level monitoring network of Yinchuan Plain,the results of monitoring network optimization are evaluated by using Kriging method.Comparative analysis before and after interpolation error equivalent line and consider the economic factors,finally,215 monitoring wells of confined water level need to be located in Yinchuan Plain.After optimizing the monitoring wells,it can provide basis for effectively and accurately monitoring the spatial distribution and variation of groundwater levels,and for the regional evaluation of groundwater resources,environmental protection and agricultural planning.
出处 《宁夏工程技术》 CAS 2012年第2期124-129,共6页 Ningxia Engineering Technology
基金 银川平原地下水动态调查基金资助项目(项目编号1212010813094)
关键词 银川平原 地下水 动态类型分区 KRIGING方法 差值误差 Yinchuan Plain; groundwater regime zones method; Kriging method; interpolation error
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  • 1周仰效,李文鹏.区域地下水位监测网优化设计方法[J].水文地质工程地质,2007,34(1):1-9. 被引量:68
  • 2谢振华.首都地区地下水资源和环境调查评价[R].北京市地质调查研究院,2003..
  • 3Zhou Y. Groundwater regime zoning as a tool to design regional groundwater level monitoring networks[ C ]// Proceedings of the 34th conference of International Association of Hydrogeologists. Beijing, 2006.
  • 4ESRI. AreGIS version 9.0[M/OL]. 2005. http://www. esri. com.
  • 5Zondy Cyber. MapGIS 7.0[M/OL]. 2005. http://www. mapgis. com. cn.
  • 6Matheron G. The intrinsic random functions and their applications[J]. Adv. Appli. Prob., 1973, 5: 439-468.
  • 7Van Bracht M J, E Romijn. Redesign of groundwater level monitoring networks by application of Kalman filter andKriging methods[ C]//Procedings of the Symposium of theStochastic Approach to Subsurface Flow. Montvillar-genne, France, 1985.
  • 8Bogardi I, A Bardossy , L Duckstein. Multicriterion network design using geostatistics[J]. Water Resour. Res.,1985, 21 : 199 - 208.
  • 9McBratney A B, R Webster , T M Burgess. The design ofoptimal sampling schemes for local estimation and mapping of regionalized vafiables-I[J]. Computers and Geo.sciences, 1981, 7(4) :331 - 334.
  • 10Rouhani S. Variance reduction analysis[J]. Water Resour. Res. ,1985, 21(6) : 837 - 846.

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