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Evaluating water table response to rainfall events in a shallow aquifer and canal system

机译:评估地下水位对浅层含水层和渠道系统中降雨事件的响应

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Shallow aquifers typically have greater hydrologic connectivity and response to recharge and changes in surface water management practices than deeper aquifers and are therefore often managed to reduce the risk of flooding. Quantification of the water table elevation response under different management scenarios provides valuable information in shallow aquifer systems to assess indirect influences of such modifications. The episodic master recession method was applied to the 15-min water table elevation and NEXRAD rainfall data for 6 wells to identify water table response and individual rainfall events. The objectives of this study were to evaluate the effects of rainfall, water table elevation, canal stage, site-specific characteristics, and canal structure modification/water management practice on the fluctuations in water table elevations using multiple/stepwise multiple linear regression techniques. With the modification of canal structure and operation adjustment, significant difference existed in water table response in the southern wells due to its relative downstream position regarding the general groundwater flow direction and the structural modification locations. On average, water table response height and flood risk were lower after than before the structure modification to canals. The effect of rainfall event size on the height of water table response was greater than the effect of antecedent water table elevation and canal stage on the height of water table response. Other factors including leakance of the canal bed sediment, specific yield, and rainfall on i-1day had significant effects on the height of water table response as well. Antecedent water table elevation and canal stage had greater and more linear effects on the height of water table response after the management changes to canals. Variation in water table response height/rainfall event size ratio was attributed to difference in S-y, antecedent soil water content, hydraulic gradient, rainfall size, and run-off ratio. After the structure modification, water table response height/rainfall event size ratio demonstrated more linear and proportional relationship with antecedent water table elevation and canal stage.
机译:浅层含水层通常比深层含水层具有更大的水文连通性以及对补给和地表水管理实践变化的响应,因此,通常要设法降低浅层含水层的洪水风险。在不同管理方案下对地下水位高程响应的量化为浅层含水层系统提供了有价值的信息,以评估此类修改的间接影响。将情节式主衰退方法应用于6口井的15分钟地下水位高程和NEXRAD降雨数据,以识别地下水位响应和个别降雨事件。这项研究的目的是使用多步/逐步多元线性回归技术评估降雨,地下水位高程,运河水位,特定地点的特征以及运河结构修改/水管理实践对地下水位高低的影响。随着渠道结构的改变和运行的调整,由于其在总体地下水流向和结构改变位置方面的相对下游位置,南部水井的地下水位响应存在显着差异。平均而言,改建运河后,地下水位响应高度和洪水风险均较低。降雨事件大小对地下水位响应高度的影响大于前期地下水位和渠系对地下水位响应高度的影响。其他因素,包括河床底泥的渗漏,比产量和第i-1天的降雨,对地下水位响应高度也有重要影响。改水渠后,地下水位升高和水位变化对水位响应高度的线性影响越来越大。地下水位响应高度/降雨事件大小比率的变化归因于S-y,前期土壤含水量,水力梯度,降雨大小和径流比率的差异。进行结构改造后,地下水位响应高度/降雨事件的大小比与先前的地下水位高程和渠道水位之间呈现出更多的线性和比例关系。

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