Analysis of Ground Water Drawdowns using Field Monitoring, Computer Modeling and Theoretical Techniques at Monroe Marketplace, Hummels Wharf, PA

A. Lachhab, Matthew Stoker
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Abstract

A newly built shopping center called Monroe Marketplace Plaza, located in Hummels Wharf, Pennsylvania, raised concern among local residents after they heard about the high rate of two pumping wells placed in the vicinity of their homes. The study herein was conducted by monitoring 4 domestic wells from March 2008 through January 2010, theoretically by using Neuman and Witherspoon equation, and lastly by groundwater modeling. The results showed that both Neuman and Witherspoon equation and groundwater modeling results are in agreement with the observed data when a hydraulic conductivity of 9.26x10−7 ft/sec (2.78x10−7 m/sec) was used. The results indicate that the initial drawdown of 19 ft (6 m) observed during the monitoring period in well 4 was caused by a nearby well that was pumping at high rate. The location of both pumping wells has arrested the cone of depression to the center of the plaza without major effect on the well 1, 2, and 3. The groundwater level gradually increased due to high specific yield of the aquifer and has since readjusted to new hydrological condition, fluctuating only to recharge effects. Overall, all 3 methods approximate similar results or complement each other and for a practical approach makes it highly unlikely that the New Marketplace's water consumption will affect residential water supply.
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使用现场监测、计算机建模和理论技术在门罗市场分析地下水流失,Hummels码头,宾夕法尼亚州
位于宾夕法尼亚州胡梅尔斯码头(Hummels Wharf)的一个名为门罗市场广场(Monroe Marketplace Plaza)的新建购物中心引起了当地居民的关注,因为他们听说他们家附近的两个抽水井的使用率很高。本文通过2008年3月至2010年1月对4口国内井的监测进行研究,理论采用Neuman和Witherspoon方程,最后采用地下水模型。结果表明,当水导率为9.26 × 10−7 ft/sec (2.78 × 10−7 m/sec)时,Neuman和Witherspoon方程及地下水模拟结果与实测数据吻合较好。结果表明,在监测期间,4号井观察到的最初下沉19英尺(6米)是由附近的一口井高速抽水引起的。这两口抽油井的位置已经将凹陷的锥体阻挡在广场的中心,对井1、井2和井3没有重大影响。由于含水层的高比产,地下水位逐渐上升,并重新调整到新的水文条件,波动只是为了补给效果。总的来说,这三种方法的结果大致相似或相互补充,并且从实用的角度来看,新市场的用水量不太可能影响住宅供水。
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