Spatial and temporal infiltration dynamics during managed aquifer recharge.

Ground water Pub Date : 2012-07-01 Epub Date: 2011-11-03 DOI:10.1111/j.1745-6584.2011.00875.x
Andrew J Racz, Andrew T Fisher, Calla M Schmidt, Brian S Lockwood, Marc Los Huertos
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引用次数: 52

Abstract

Natural groundwater recharge is inherently difficult to quantify and predict, largely because it comprises a series of processes that are spatially distributed and temporally variable. Infiltration ponds used for managed aquifer recharge (MAR) provide an opportunity to quantify recharge processes across multiple scales under semi-controlled conditions. We instrumented a 3-ha MAR infiltration pond to measure and compare infiltration patterns determined using whole-pond and point-specific methods. Whole-pond infiltration was determined by closing a transient water budget (accounting for inputs, outputs, and changes in storage), whereas point-specific infiltration rates were determined using heat as a tracer and time series analysis at eight locations in the base of the pond. Whole-pond infiltration, normalized for wetted area, rose rapidly to more than 1.0 m/d at the start of MAR operations (increasing as pond stage rose), was sustained at high rates for the next 40 d, and then decreased to less than 0.1 m/d by the end of the recharge season. Point-specific infiltration rates indicated high spatial and temporal variability, with the mean of measured values generally being lower than rates indicated by whole-pond calculations. Colocated measurements of head gradients within saturated soils below the pond were combined with infiltration rates to calculate soil hydraulic conductivity. Observations indicate a brief period of increasing saturated hydraulic conductivity, followed by a decrease of one to two orders of magnitude during the next 50 to 75 d. Locations indicating the most rapid infiltration shifted laterally during MAR operation, and we suggest that infiltration may function as a "variable source area" processes, conceptually similar to catchment runoff.

含水层补给过程中的时空入渗动态。
天然地下水补给本身就难以量化和预测,主要是因为它包括一系列空间分布和时间可变的过程。用于管理含水层补给(MAR)的渗透池提供了在半控制条件下跨多个尺度量化补给过程的机会。我们测量了一个3公顷的MAR入渗池,以测量和比较采用全池和点特异性方法确定的入渗模式。整个池塘的入渗是通过关闭瞬时水收支(考虑输入、输出和储存的变化)来确定的,而特定点的入渗率是使用热量作为示踪剂和时间序列分析在池塘底部的八个地点确定的。在MAR操作开始时,全池入渗量迅速上升至1.0 m/d以上(随着池级的增加而增加),并在接下来的40 d内保持较高的速率,然后在补给季节结束时降至0.1 m/d以下。点特异性入渗率具有较高的时空变异性,其测量值的平均值一般低于全池计算值的平均值。在池下饱和土壤的水头梯度与入渗速率相结合,以计算土壤的水力导电性。观测结果表明,饱和水力导电性短暂增加,随后在接下来的50至75天内下降一到两个数量级。在MAR运行期间,表明入渗最快的地点向横向移动,我们认为入渗可能是一个“可变源区”过程,在概念上类似于汇水径流。
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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