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地下水数值模拟模型应用实例分析
引用本文:张永,何宏谋,侯红雨.地下水数值模拟模型应用实例分析[J].人民珠江,2006(1):50-52.
作者姓名:张永  何宏谋  侯红雨
作者单位:1. 水利部水利水电规划设计总院,中国,北京,1000111
2. 黄河水利科学研究院,河南,郑州,450003
3. 黄河勘测规划设计有限公司,河南,郑州,450003
摘    要:1概况额济纳绿洲位于黑河尾闾三角洲,总面积11.46万km2,其中绿洲区面积为3 328 km2。额济纳绿洲为开阔平坦的盆地,海拔高程为900~1 100 m,位于盆地中部的绿洲地面坡降为1/1 000~1/1 200,整个地形向东北倾斜。额济纳气候极度干旱,多年平均降水量仅39.8 mm,年最大为103 mm,最小为

关 键 词:地下水位  数值模拟  额济纳绿洲
文章编号:1001-9235(2006)01-0050-03
收稿时间:2005-10-31
修稿时间:2005年10月31

Analysis on Practical Example of Underground Water Mathematical Simulation
ZHANG Yong,HE Hongmou,HOU Hongyu.Analysis on Practical Example of Underground Water Mathematical Simulation[J].Pearl River,2006(1):50-52.
Authors:ZHANG Yong  HE Hongmou  HOU Hongyu
Abstract:Heihe River has been in extreme drought situation. Ejina Oasis Area in Heihe River Basin mainly relies on underground water supply. 2 - D subsurface flow modeling has been established and water level changes in the core area of the Oasis have been simulated. The simulation result indicates that the total volume of 75 million cubic meter water from the Langxinshan water lock in the down stream of Heihe River can basically meet the water demand for sustaining the present scale of Ejina Oasis Area.
Keywords:Ejina Oasis Area Underground Water Level Mathematical Simulation
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