Bohidar R N, Sullivan J P, Hermance J F
Department of Geological Sciences, Environmental Geophysics/Hydrology Group, Brown University, Providence, RI 02912-1846, USA.
Ground Water. 2001 Sep-Oct;39(5):729-36. doi: 10.1111/j.1745-6584.2001.tb02363.x.
In view of the increasing demand on ground water supplies in the northeastern United States, it is imperative to develop appropriate methods to geophysically characterize the most widely used sources of ground water in the region: shallow unconfined aquifers consisting of well-sorted, stratified glacial deposits laid down in bedrock valleys and channels. The gravity method, despite its proven value in delineating buried bedrock valleys elsewhere, is seldom used by geophysical contractors in this region. To demonstrate the method's effectiveness for evaluating such aquifers, a pilot study was undertaken in the Palmer River Basin in southeastern Massachusetts. Because bedrock is so shallow beneath this aquifer (maximum depth is 30 m), the depth-integrated mass deficiency of the overlying unconsolidated material was small, so that the observed gravity anomaly was on the order of 1 milligal (mGal) or less. Thus data uncertainties were significant. Moreover, unlike previous gravity studies elsewhere, we had no a priori information on the density of the sediment. Under such circumstances, it is essential to include model constraints and weighted least-squares in the inversion procedure. Among the model constraints were water table configuration, bedrock outcrops, and depth to bedrock from five water wells. Our procedure allowed us to delineate depth to bedrock along a 3.5 km profile with a confidence interval of 1.8 m at a nominal depth of 17 m. Moreover, we obtained a porosity estimate in the range of 39% to 44%. Thus the gravity method, with appropriate refinements, is an effective tool for the reconnaissance of shallow unconfined aquifers.
鉴于美国东北部对地下水供应的需求不断增加,开发合适的方法从地球物理角度表征该地区最广泛使用的地下水水源至关重要:这些水源是由在基岩山谷和河道中沉积的分选良好、分层的冰川沉积物构成的浅层无压含水层。重力法尽管在其他地方描绘埋藏基岩山谷方面已证明其价值,但在该地区地球物理承包商很少使用。为了证明该方法在评估此类含水层方面的有效性,在马萨诸塞州东南部的帕尔默河流域进行了一项试点研究。由于该含水层下方的基岩很浅(最大深度为30米),上覆未固结物质的深度积分质量亏损很小,因此观测到的重力异常约为1毫伽或更小。因此,数据不确定性很大。此外,与其他地方以前的重力研究不同,我们没有关于沉积物密度的先验信息。在这种情况下,在反演过程中纳入模型约束和加权最小二乘法至关重要。模型约束包括地下水位配置、基岩露头以及五口水井到基岩的深度。我们的方法使我们能够沿着3.5公里的剖面描绘到基岩的深度,在17米的标称深度处置信区间为1.8米。此外,我们获得的孔隙率估计值在39%至44%的范围内。因此,经过适当改进的重力法是浅层无压含水层勘查的有效工具。