Lough Hilary K, Hunt Bruce
Radio New Zealand House, Christchruch.
Ground Water. 2006 Jul-Aug;44(4):540-6. doi: 10.1111/j.1745-6584.2006.00212.x.
Descriptions are given of a pumping test and a corresponding analysis that permit calculation of all five hydrogeological parameters appearing in the Hunt (2003) solution for stream depletion caused by ground water abstraction from a well beside a stream. This solution assumes that flow in the pumped aquifer is horizontal, flow in the overlying aquitard or system of aquitards is vertical, and the free surface in the top aquitard is allowed to draw down. The definition of an aquitard in this paper is any layer with a vertical hydraulic conductivity much lower than the horizontal hydraulic conductivity of the pumped aquifer. These "aquitards" may be reasonably permeable layers but are distinguished from the pumped aquifer by their hydraulic conductivity contrast. The pumping test requires a complete set of drawdown measurements from at least one observation well. This well must be deep enough to penetrate the pumped aquifer, and pumping must continue for a sufficient time to ensure that depleted streamflow becomes a significant portion of the well abstraction rate. Furthermore, two of the five parameters characterize an aquitard that overlies the pumped aquifer, and values for these parameters are seen to be dependent upon the initial water table elevation in the aquitard. The field test analyzed herein used a total of eight observation wells screened in the pumped aquifer, and measurements from these wells gave eight sets of parameters that are used in a sensitivity analysis to determine the relative importance of each parameter in the stream depletion calculations.
本文描述了一次抽水试验及相应分析,通过该试验和分析可以计算出亨特(2003年)提出的因从溪流旁的一口井抽取地下水而导致溪流枯竭的解决方案中出现的所有五个水文地质参数。该解决方案假定抽水含水层中的水流是水平的,上覆隔水层或隔水层系统中的水流是垂直的,并且允许顶部隔水层中的自由水面下降。本文中隔水层的定义是任何垂直水力传导率远低于抽水含水层水平水力传导率的层。这些“隔水层”可能是具有一定渗透性的层,但通过其水力传导率差异与抽水含水层区分开来。抽水试验需要从至少一口观测井获取完整的水位下降测量数据。该井必须足够深以穿透抽水含水层,并且抽水必须持续足够长的时间,以确保枯竭的溪流流量成为井抽水速率的重要组成部分。此外,五个参数中的两个表征了覆盖在抽水含水层之上的隔水层,并且这些参数的值被认为取决于隔水层中的初始地下水位高程。本文分析的现场试验总共使用了八口在抽水含水层中设置了滤水管的观测井,这些井的测量数据给出了八组参数,这些参数用于敏感性分析,以确定每个参数在溪流枯竭计算中的相对重要性。