Numerical simulation model of water-logging phenomenon at Al Jahza camp Al-Zubair town, Southern Iraq

L. S. Al-Qurnawy, A. Al-Abadi
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Abstract

The current study is focused on the groundwater modeling with three scenarios as future plans to find a suitable solution for the problem at Al-Jahza Camp south east of Al-Zubair town, south of Iraq. The objective of the study is find out a numerical model for simulating the behavior of the groundwater flow using (MODFLOW) software. The model was calibrated in the steady and transient states for four randomly distributed monitored wells in the study area with 21 stress periods. Suitable match was obtained from the comparison between the levels of the observed and calculated heads. The model was simulated to control the water-logging. The water level of the simulated head remains extremely constant in condition of constructing the underground barrier. By Supposing of digging wells and increasing the water pumping with an average of 432 and 216 m/day, the head level at exceeding extraction with constructed subsurface barrier decreased more than the head level in case of increasing the water pumping with no subsurface barrier to reach 35-40 cm and 45-50 cm respectively, and to enhance the benefit to control and decrease the water from waterlogged area in the future.
伊拉克南部Al- zubair镇Al- Jahza营地内涝现象的数值模拟模型
目前的研究重点是地下水模拟,并提出了三种方案作为未来的计划,以找到伊拉克南部Al-Zubair镇东南Al-Jahza营地问题的合适解决方案。研究的目的是利用MODFLOW软件建立模拟地下水流动行为的数值模型。对研究区内4口随机分布的21个应力周期的监测井进行了稳态和瞬态标定。通过对观察到的和计算得到的头的水平进行比较,得到了合适的匹配。对该模型进行了模拟,以控制内涝。模拟水头水位在地下屏障施工条件下保持极恒定。假设挖井增加抽水量平均为432 m/d和216 m/d,有地下屏障的超采水头下降幅度大于无地下屏障时增加抽水量的水头下降幅度,分别达到35-40 cm和45-50 cm,增强了今后控制和减少涝区积水的效益。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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