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摘要:
Jaalwala Distributary was selected to see the consequences of concrete lining on the underlying saline groundwater table. Its middle and tail portions were concrete lined whereas the head portion was still unlined. Visual MODFLOW 2011.1 was used to simulate the effects of concrete lining on saline groundwater in two-dimensional format. Simulation results showed a gradual rise of electrical conductivity (EC) up to 7000 μS/cm and decline in water table depth to nine feet (2.74 m). It observed negligible inflows from the distributary through its western boundary due to formation of a permanent barrier in the way of seepage of any kind. Results have further predicted that freshwater layer available beneath the Jaalwala Distributary (before its lining) will finish ultimately and the below present saline water also move upward to take this vacated place. Hence it was concluded to line the canals of saline water areas from their sides which will not only protect them from erosion but canal water theft as well.
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篇名 Role of Canal Lining on Groundwater Fluctuations: A Modeling Simulation Approach for Jaalwala Distributary, Bahawalnagar
来源期刊 应用科学(英文) 学科 医学
关键词 WATER BALANCE Jaalwala Distributary SALINE WATER INTRUSION HYDROSTATIC Pressure and INTERFACE
年,卷(期) 2017,(5) 所属期刊栏目
研究方向 页码范围 213-232
页数 20页 分类号 R73
字数 语种
DOI
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节点文献
WATER
BALANCE
Jaalwala
Distributary
SALINE
WATER
INTRUSION
HYDROSTATIC
Pressure
and
INTERFACE
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
应用科学(英文)
月刊
2165-3917
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
247
总下载数(次)
0
总被引数(次)
0
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