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基于单孔引伸计记录的多含水层特征分析

Multiple-aquifer characterization from single borehole extensometer records.

作者信息

Pope Jason P, Burbey Thomas J

机构信息

USGS Water Resources Division, Richmond, Virginia, USA.

出版信息

Ground Water. 2004 Jan-Feb;42(1):45-58. doi: 10.1111/j.1745-6584.2004.tb02449.x.

Abstract

Measurement and analysis of aquifer-system compaction have been used to characterize aquifer and confining unit properties when other techniques such as flow modeling have been ineffective at adequately quantifying storage properties or matching historical water levels in environments experiencing land subsidence. In the southeastern coastal plain of Virginia, high-sensitivity borehole pipe extensometers were used to measure 24.2 mm of total compaction at Franklin from 1979 through 1995 (1.5 mm/year) and 50.2 mm of total compaction at Suffolk from 1982 through 1995 (3.7 mm/year). Analysis of the extensometer data reveals that the small rates of aquifer-system compaction appear to be correlated with withdrawals of water from confined aquifers. One-dimensional vertical compaction modeling indicates measured compaction is the result of nonrecoverable hydrodynamic consolidation of the fine-grained confining units and interbeds, as well as recoverable compaction and expansion of coarse-grained aquifer units. The calibrated modeling results indicate that nonrecoverable specific storage values decrease with depth and range from 1.5 x 10(-5)/m for aquifer units to 1.5 x 10(-4)/m for confining units and interbeds. The aquifer and Potomac system recoverable specific storage values were all estimated to be 4.5 x 10(-6)/m, while the confining units and interbeds had values of 6.0 x 10(-6)/m. The calibrated vertical hydraulic conductivity values of the confining units and interbeds ranged from 6.6 x 10(-4) m/year to 2.0 x 10(-3) m/year. These parameter values will be useful in future management and modeling of ground water in the Virginia Coastal Plain.

摘要

当诸如水流模拟等其他技术在充分量化储存特性或匹配地面沉降环境中的历史水位方面无效时,含水层系统压实的测量和分析已被用于表征含水层和隔水层单元的特性。在弗吉尼亚州的东南沿海平原,使用高灵敏度钻孔测斜仪测量了1979年至1995年富兰克林的总压实量为24.2毫米(1.5毫米/年),以及1982年至1995年萨福克的总压实量为50.2毫米(3.7毫米/年)。对测斜仪数据的分析表明,含水层系统的小压实率似乎与承压含水层的抽水有关。一维垂直压实模拟表明,测得的压实是细粒隔水单元和夹层不可恢复的水动力固结以及粗粒含水层单元可恢复的压实和膨胀的结果。校准后的模拟结果表明,不可恢复的比储水率随深度减小,含水层单元的范围为1.5×10⁻⁵/m,隔水单元和夹层的范围为1.5×10⁻⁴/m。含水层和波托马克系统的可恢复比储水率估计均为4.5×10⁻⁶/m,而隔水单元和夹层的值为6.0×10⁻⁶/m。隔水单元和夹层的校准垂直水力传导率值范围为6.6×10⁻⁴米/年至2.0×10⁻³米/年。这些参数值将有助于未来弗吉尼亚沿海平原地下水的管理和建模。

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