Konikow L F, Leake S A
U.S. Geological Survey, 520 N. Park Avenue, Suite 221, Tucson, AZ 85719.
Ground Water. 2014 Sep;52 Suppl 1:100-11. doi: 10.1111/gwat.12204. Epub 2014 May 28.
A natural consequence of groundwater withdrawals is the removal of water from subsurface storage, but the overall rates and magnitude of groundwater depletion and capture relative to groundwater withdrawals (extraction or pumpage) have not previously been well characterized. This study assesses the partitioning of long-term cumulative withdrawal volumes into fractions derived from storage depletion and capture, where capture includes both increases in recharge and decreases in discharge. Numerical simulation of a hypothetical groundwater basin is used to further illustrate some of Theis' (1940) principles, particularly when capture is constrained by insufficient available water. Most prior studies of depletion and capture have assumed that capture is unconstrained through boundary conditions that yield linear responses. Examination of real systems indicates that capture and depletion fractions are highly variable in time and space. For a large sample of long-developed groundwater systems, the depletion fraction averages about 0.15 and the capture fraction averages about 0.85 based on cumulative volumes. Higher depletion fractions tend to occur in more arid regions, but the variation is high and the correlation coefficient between average annual precipitation and depletion fraction for individual systems is only 0.40. Because 85% of long-term pumpage is derived from capture in these real systems, capture must be recognized as a critical factor in assessing water budgets, groundwater storage depletion, and sustainability of groundwater development. Most capture translates into streamflow depletion, so it can detrimentally impact ecosystems.
抽取地下水的一个自然结果是从地下储存中取水,但相对于地下水抽取量(开采或抽水量)而言,地下水枯竭和截获的总体速率及规模此前尚未得到很好的描述。本研究评估了长期累计抽水量在因储存枯竭和截获而产生的部分之间的分配情况,其中截获包括补给增加量和排泄减少量。对一个假设的地下水流盆地进行数值模拟,以进一步说明泰斯(1940年)的一些原理,特别是当截获受到可用水量不足的限制时。此前大多数关于枯竭和截获的研究都假定,通过产生线性响应的边界条件,截获不受限制。对实际系统的考察表明,截获和枯竭部分在时间和空间上变化很大。对于大量长期开发的地下水系统样本,基于累积水量,枯竭部分平均约为0.15,截获部分平均约为0.85。较高的枯竭部分往往出现在更干旱的地区,但变化很大,而且各个系统的年平均降水量与枯竭部分之间的相关系数仅为0.40。由于在这些实际系统中,85%的长期抽水量来自截获,因此在评估水量平衡、地下水储存枯竭和地下水开发的可持续性时,必须将截获视为一个关键因素。大多数截获转化为河流流量减少,因此会对生态系统产生不利影响。