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Groundwater flow modelling of Kwa Ibo River watershed, southeastern Nigeria

机译:尼日利亚东南部夸伊博河流域的地下水流模拟

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Groundwater flow modelling of the Kwa Ibo River watershed in Abia State of Nigeria is presented in this paper with the aim of assessing the degree of interaction between the Kwa Ibo River and the groundwater regime of the thick sandy aquifer. The local geology of the area comprises the Quaternary to recent Benin Formation. Potential aquifer zones that were delineated earlier using geoelectrical resistivity soundings and borehole data for the area formed the basis for groundwater flow modelling. The watershed has been modelled with a grid of 65 rows by 43 columns and with two layers. Lateral inflow from the north has been simulated with constant heads at the Government College, Umuahia, and outflow at Usaka Elegu in the south. The Kwa Ibo River traverses the middle of the watershed from north to south. The river-stage data at Umudike, Amawom, Ntalakwu and Usaka Elegu have been used for assigning surface water levels and riverbed elevations in the model. Permeability distribution was found to vary from 3 to 14·5 m day~(-1). Natural recharge due to rainfall formed the main input to the aquifer system, and abstraction from wells was the main output. A steady-state groundwater flow simulation was carried out and calibrated against the May 1980 water levels using 26 observation wells. The model computations have converged after 123 iterations. Under the transient-state calibration, the highest rainfall (and hence groundwater recharge) over the 10-year study period was recorded in 1996, whereas the lowest was recorded in 1991. The computed groundwater balance of 55 274 m~3 day~(-1) was comparable to that estimated from field investigations. Results from the modelling show that abstraction is much less than groundwater recharge. Hence there is the possibility for additional groundwater exploitation in the watershed through drilling of boreholes.
机译:本文介绍了尼日利亚阿比亚州夸伊博河流域的地下水流模型,目的是评估夸伊博河与厚砂质含水层地下水状况之间的相互作用程度。该地区的当地地质包括第四纪至最近的贝宁组。较早使用地电阻率测深和该区域的钻孔数据划定的潜在含水层区域,构成了地下水流模拟的基础。该分水岭以65行乘43列的网格和2层建模。在Umuahia的官立学院,以恒定的水头模拟了从北部流入的水,而在南部的Usaka Elegu,则进行了模拟。夸伊博河(Kwa Ibo River)从北向南横贯流域的中部。 Umudike,Amawom,Ntalakwu和Usaka Elegu的河段数据已用于分配模型中的地表水位和河床标高。渗透率分布在3到14·5 m day〜(-1)之间变化。降雨引起的自然补给是含水层系统的主要输入,而从井中提取是主要的输出。进行了稳态地下水流模拟,并使用26口观测井针对1980年5月的水位进行了校准。在123次迭代后,模型计算已收敛。在瞬态校准下,1996年记录了10年研究期间的最高降雨量(因此也补充了地下水),而1991年记录了最低水平。计算得出的地下水平衡为55 274 m〜3天〜(- 1)与实地调查估计的结果相当。建模结果表明,抽取的水量远少于地下水的补给量。因此,有可能通过钻孔在流域中额外开采地下水。

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