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应用Visual MODFLOW墙体边界模拟断层及工程实践 被引量:4

Application of Wall Boundary in Visual MODFLOW to simulate faults and its practice
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摘要 地下水流数值模拟计算软件VisualMODFLOW的墙体边界(wall)又被称为水平流障碍边界(Horizontal-FlowBarri er,HFB),可用于模拟地下含水层系统中薄层、垂向和低透水性、对地下水水平流具有阻碍作用的物体.在分布有众多压扭性隔水断层的淮北地区,应用墙体边界模拟断层,用Winston提出的方法对与网格线呈夹角关系的断层水力参数进行修正,选取23条对研究区地下水流具有控制作用的断层,对研究区进行地下水流数值模拟.计算结果表明,研究区地下水流受断层的影响显著,应用墙体边界对断层进行模拟的方法能够较好地反映出断层的这种影响作用.图7,表3,参11. The Horizontal-Flow Barrier(HFB) Package,or Wall Boundary as it is referred to in Visual MODFLOW designed for groundwater numerical simulation,was developed to simulate thin,vertical,low-permeability features that impede the horizontal flow of groundwater.The groundwater numerical simulation to study area was carried through,simulating the faults by use of Wall Boundary,adjusting the hydraulic characteristics of the faults,which are at an angle to grid,through the method brought forward by Winston,and selecting 23 faults controlling the groundwater flowing in Huaibei city,which there are a number of compresso-shear and water-resisting faults.The results indicate that the groundwater flow in study area is influenced evidently by these faults,the method of faults simulation applying Wall Boundary could reflect the impact of the faults to the groundwater flow better.7figs.,3tabs.,11refs.
作者 朱斌 武强
出处 《湖南科技大学学报(自然科学版)》 CAS 北大核心 2005年第2期19-24,共6页 Journal of Hunan University of Science And Technology:Natural Science Edition
基金 教育部跨世纪优秀人才资助项目(编号:2000-16)
关键词 断层 Horizontal--Flow BARRIER 地下水流数值模拟 Visual MODFLOW 淮北 faults Horizontal-Flow Barrier groundwater numerical simulation Visual MODFLOW Huaibei
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参考文献8

  • 1[1]HSIEH P A,FRECKLETON J R.Documentation of a Computer Program to Simulate Horizontal-Flow Barriers Using the U S Geological Survey Modular Three-Dimensional Finite-Different Ground-Water Flow Model[R]. U S Geological Survey Open-File Report, 1992.
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同被引文献22

  • 1白利平,王金生.GMS在临汾盆地地下水数值模拟中的应用[J].山西建筑,2004,30(16):78-79. 被引量:23
  • 2朱斌,武强.断层影响下的地下水流数值模拟[J].桂林工学院学报,2005,25(1):31-35. 被引量:7
  • 3武强,朱斌,徐华,王玉平,王吉华,张文权.MODFLOW在淮北地下水数值模拟中的应用[J].辽宁工程技术大学学报(自然科学版),2005,24(4):500-503. 被引量:20
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  • 6易立新,徐鹤.地下水数值模拟GMS应用基础与实例[M].北京:化学工业出版社,2009:10-80.
  • 7Mc Donald G, Michael and Arlen W, Harbaugh. A modular three - dimensional finite - difference ground - water flow model [ M ]. Unit- ed State Government Printing Office, Washington, 1998.
  • 8福建省地质八队.福建省龙岩市马坑铁矿区西矿段详细勘探地质报告[R],1983.
  • 9福建省地质工程勘察院;中国地质大学(武汉).福建马坑铁矿二期工程水文地质勘察报告[R],2009.
  • 10薛禹群;张幼宽.双重介质渗流模型及其里兹有限解在矿坑涌水量预测中的应用[J]水文地质工程地质,198433-36.

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