Assessment of Tube Well Pumping Test Performance on Different Geological Formation

Muhd Syamir Sobri, Ahmad Khairul Abd Malik, Mohd Firdaus Md Dan, H. Hussin, Badee Alshameri
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Abstract

Water supply-demand is increasing in line with the increment in population. Natural water resources are declining due to reduction of water catchment areas, river pollution and drought. This causes the raw water quantity and quality to decrease and increase water treatment costs. Groundwater usage may be able to solve this problem due to its less polluted nature which requires less treatment. The groundwater is preserved in aquifer within the geological formations, i.e., in the alluvium and fractured-rock. However, the groundwater yield of each formation is unknown unless tube well is constructed and pumping test are performed. This study aim to evaluate the tube well performance via pumping test on two different geological formations. This research focuses on the effect of transmissivity, hydraulic conductivity, and efficiency of the aquifer, which are step-drawdown test, constant-rate test and recovery test in tube well in geological formation of alluvium and fractured rock. Three well-pumping tests at each formation were conducted at IBS Universiti Malaysia Kelantan (UMK), Kelantan, Sekolah Kebangsaan Chantum, Kelantan, Sekolah Menengah Kebangsaan Agama Tok Bachok, Kelantan, FRU Wakaf Tapai, Terengganu, Kampung Dada Kering, Kuala Lipis, Pahang, and Kampung Seri Gunung Pulai, Johor, respectively. The aquifer efficiency obtained from the relationship between transmissivity and hydraulic conductivity. The suggested value of 75% efficiency is selected to present the well’s efficiency. The wells efficiency indicate that the alluvium formation has roughly uniform output between 9.39m3/h, 11.23m3/h and 23.38m3/h. Meanwhile in the fractured rock formation the efficiency was highly varied between sites, the highest is 32.33m3/h and the other two sites obtained has low output of 3.44 m3/h and 1.00m3/h respectively. The alluvium aquifer showed uniform water production compared to fractured hard rock aquifer. Meanwhile the water quantity in the fractured hard rock formation is unpredicted, which subjected to the fractured rock characteristic.
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不同地层下管井抽水试验性能评价
随着人口的增加,水的供需也在增加。由于集水面积减少、河流污染和干旱,自然水资源正在减少。这导致原水的数量和质量下降,增加了水处理成本。地下水的使用可能能够解决这个问题,因为它的污染较少,需要较少的处理。地下水保存在地质构造中的含水层中,即冲积层和裂隙岩中。然而,除非建造管井并进行抽水试验,否则每个地层的地下水产量是未知的。通过对两种不同地质地层的泵送试验,对管井性能进行了评价。本文重点研究了冲积层和裂隙岩地质地层中含水层透水率、导水率和效率的影响,即阶降试验、恒速试验和管井采收率试验。每个地层分别在马来西亚吉兰丹IBS大学(UMK)、吉兰丹、Sekolah Kebangsaan Chantum、吉兰丹、Sekolah Menengah Kebangsaan Agama Tok Bachok、吉兰丹、FRU Wakaf Tapai、Terengganu、Kampung Dada Kering、Kuala Lipis、Pahang和Kampung Seri Gunung Pulai、Johor进行了三次抽井测试。通过透水率与导水率的关系得到含水层效率。建议选择75%的效率值来表示该井的效率。井效率表明,冲积层产量基本均匀分布在9.39m3/h、11.23m3/h和23.38m3/h之间。同时,在裂隙岩体中,不同地点的效率差异较大,最高的为32.33m3/h,其他两个地点的产量较低,分别为3.44 m3/h和1.00m3/h。冲积层含水层与裂隙型硬岩含水层相比,产水均匀。同时,裂缝性硬岩地层的水量是不可预测的,受裂缝性岩石特性的影响。
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