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利用高位岩溶泉含水层流动模型估算地下水补给量。

Estimating ground water recharge using flow models of perched karstic aquifers.

作者信息

Weiss Menachem, Gvirtzman Haim

机构信息

Institute of Earth Sciences, Hebrew University of Jerusalem, Givat Ram, Jerusalem 91904, Israel.

出版信息

Ground Water. 2007 Nov-Dec;45(6):761-73. doi: 10.1111/j.1745-6584.2007.00360.x.

Abstract

The fraction of rain that is annually recharged to ground water is a function of the transient quantities of precipitation (wet vs. dry years) as well as other meteorological and geologic factors, and thus it is very difficult to estimate. In this study, we have used long records (20 to 30 years) of precipitation and spring discharge to reconstruct the transient character of yearly recharge. These data sets were used to calibrate numerical ground water flow models on the less than 3 km(2) scale for four separate perched karstic aquifers in the Judean and Samarian Mountains of Israel. The stratification and karstic character of the local carbonate rock aquifers cause ground water to flow through discrete dissolution channels and to discharge at isolated springs. An innovative, dual-porosity approach was used where a finite-difference solution simulates flow in the rock matrix, while the karstic channels are simulated using computationally simple drains. Perched conditions are also simulated innovatively using MODFLOW by treating the bottom unsaturated layer as if it is saturated, but by assuming zero pressure head throughout the "unsaturated" layer. Best fitting between measured and computed spring hydrograph data has allowed us to develop a set of empirical functions relating measured precipitation to recharge to the aquifer. The generic methodology presented gives insight into the suspected changes in aquifer recharge rates between particularly wet or dry years.

摘要

每年补给到地下水的降雨比例是降水瞬态量(湿润年份与干旱年份)以及其他气象和地质因素的函数,因此很难估算。在本研究中,我们利用了长达20至30年的降水和泉水流量记录来重建年度补给的瞬态特征。这些数据集被用于校准以色列朱迪亚和撒马利亚山脉四个独立的 perched 岩溶含水层小于3平方公里尺度的数值地下水流模型。当地碳酸盐岩含水层的分层和岩溶特征导致地下水通过离散的溶蚀通道流动,并在孤立的泉水中排泄。采用了一种创新的双孔隙度方法,其中有限差分法模拟岩石基质中的流动,而岩溶通道则使用计算简单的排水系统进行模拟。通过将底部非饱和层视为饱和层,但在整个“非饱和”层中假设零水头,也创新性地模拟了 perched 条件。实测和计算的泉水流量过程线数据之间的最佳拟合使我们能够开发出一组将实测降水与含水层补给联系起来的经验函数。所提出的通用方法深入了解了特定湿润或干旱年份之间含水层补给率的疑似变化。

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