|本期目录/Table of Contents|

[1]骆祖江,张月萍,刘金宝,等.江苏沿江开发带地下水开采与 地面沉降三维数值模拟[J].地球科学与环境学报,2007,29(03):280-284.
　LUO Zu-jiang,ZHANG Yue-ping,LIU Jin-bao,et al.Three-Dimensional Numerical Model for Groundwater Withdrawal and Land Subsidence in Development Zone along Yangtze River in Jiangsu Province[J].Journal of Earth Sciences and Environment,2007,29(03):280-284.
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《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第29卷
期数:
2007年第03期
页码:
280-284
栏目:
水资源与地质工程
出版日期:
2007-09-15

文章信息/Info

Title:
Three-Dimensional Numerical Model for Groundwater Withdrawal and Land Subsidence in Development Zone along Yangtze River in Jiangsu Province
作者:
骆祖江1; 张月萍1; 刘金宝1; 刘建东2
1.河海大学土木工程学院,江苏南京210098;2.江苏省地质矿产勘查局,江苏南京210018
Author(s):
LUO Zu-jiang1; ZHANG Yue-ping1; LIU Jin-bao1; LIU Jian-dong2
1. School of Civil Engineering, Hehai University, Nanjing 210098, Jiangsu, China; 2. Jiangsu Bureau of Geology and Mineral Resources Prospecting, Nanjing 210018, Jiangsu, China
关键词:
地下水开采; 地面沉降; 三维数值模拟; 最优开采方案
Keywords:
groundwater withdrawal;  land subsidence;  three-dimensional numerical model;  optimal exploitation scheme
分类号:
TV213.9
DOI:
-
文献标志码:
A
摘要:
根据江苏沿江开发带地下水系统的水文地质机制以及地面沉降机理,在概化出江苏沿江开发带的地下水 系统水文地质概念模型和地面沉降模型的基础上,建立了江苏沿江开发带地下水开采与地面沉降三维数值模 型。并针对各种开采方案下地面累积沉降量最少的原则,给出了各含水层的最优开采方案。
Abstract:
Based on the hydrogeological conceptual model and land subsidence model according to the hydrogeological mechanisms of groundwater system and land subsidence mechanisms in the development zone along the Yangtze River in Jiangsu Province, a three-dimensional numerical model for groundwater withdrawal and land subsidence is established. Aiming at controlling the land subsidence, the optimal exploitation scheme for each aquifer is presented, which provides a scientific foundation for exploiting groundwater reasonably and controlling land subsidence in the area.

参考文献/References:

[1] Bu rb ey T J. S tress-St rain Analyses f or A qui fer-S yst em Ch aracterizat ion[J] . Ground Wat er,2001,39(1):128-136.
[2] 陈占成,魏加华,王金凯 ,等. 济南市地面沉 降初步分析[J] . 中 国地质灾害与防治学报 ,1998,9(2):167-171.
[3] 张莲花. 基坑降水引起的 沉降变形 时空规律 及降水控 制研究 [D] . 四川 :成都理工学院,2001.
[4] 冉兴龙. 任意直角坐 标系下潜 水面边界 条件的表 达式[J] . 西 安工程学院学报,2001,23(1):30-32.
[5] 崔小东. Modf low 和 IDP 在天津地 面沉降数 值计算中 的应用 与开发[J] . 中国地质灾害与防治学报,1998,9(2):122-128.
[6] H ill M C. Solving Grou ndw at er Flow Prob lem s by Conju gat e- Gradient Methods and the S t rongly Im plicit Procedu re[J] . Wat er Res ou rces Research,1990,26(9):1961-1969.

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备注/Memo

备注/Memo:
收稿日期:2006-10-10 基金项目:中国地质调查局项目(1212010511105) 作者简介:骆祖江(1964-),男,江苏吴江人,教授,从事水文地质、工程地质研究。E-mail:luozujiang@sina.Com
更新日期/Last Update: 1900-01-01