西南石油大学学报(自然科学版)

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基于潜水承压水模型的民勤绿洲地下水位预测

贺向丽*,叶懋,蒋雨彤   

  1. 中国农业大学水利与土木工程学院,北京海淀100083
  • 出版日期:2015-06-01 发布日期:2015-06-01
  • 通讯作者: 贺向丽,E-mail:hexianglihhu@163.com
  • 基金资助:

    中央高校基本科研业务费专项(2014JD038);水利部公益性行业科研专项(201301016 02)。

Prediction of Groundwater in Minqin Oasis Based on 3D Numerical Model
Including Unconfined Aquifer and Confined Aquifer

He Xiangli*, Ye Mao, Jiang Yutong   

  1. College of Water Conservancy and Civil Engineering,China Agricultural University,Haidian,Beijing 100083,China
  • Online:2015-06-01 Published:2015-06-01

摘要:

基于2011 2012 年观测数据,应用Feflow 软件,构建了民勤绿洲地区的潜水承压水三维数值模型。应用
该模型对研究区未来5~10 a 内地下水位动态变化进行了预测。结果表明:目前用水条件下,经过一系列综合措施,地
下水位下降趋势得到有效遏制;但在未来5~10 a 内,民勤地下水位依然整体以低幅度持续下降。上游坝区的地下水漏
斗日益扩大,下游湖区地下水漏斗因青土湖生态泄水而得到有效恢复,但随着地下水埋深日益增大,下游红沙梁区域
出现了新的地下水漏斗。另外,当地符合植物存活条件(地下水埋深小于15 m)的区域面积也在逐年减小,其中地下水
埋深小于10 m 的面积减小幅度较大。

关键词: 渗流, 潜水承压水, 地下水位预测, Feflow, 数值模拟

Abstract:

Based on the latest water-level data in 2011 and 2012,a groundwater numerical model including unconfined aquifer
and confined aquifer for Minqin oasis was established with Feflow software,which can simulate the regional groundwater
changes under transient conditions. The numerical model was used to predict future changes in groundwater level in the next
five years to ten years. The result indicates that a series of comprehensive measures have curbed the trend of drawdown of
groundwater level effectively under current water resources management conditions. But in the next 5 to 10 years,groundwater
levels in the Minqin oasis will be in a continuous drawdown trend with low rate. The current groundwater funnel areas in the
upstream district expand,but those distributions in the downstream district shrinks on account of the complement of water form
Qingtu Lake. But as groundwater depth in the study area increases,a new groundwater funnel turns up in Hongshaliang village.
In addition,the local plant cannot survive until the groundwater depth is less than 15 meters. The percentage of the area where
groundwater depth is less than 15 decreases year by year and area in which groundwater depth is less than 10 meters is shrinkage
on a large scale.

Key words: seepage, unconfined aquifer-confined aquifer, groundwater dynamics, Feflow, numerical simulation