Groundwater capture processes under a seasonal variation in natural recharge and discharge

被引:0
|
作者
Thomas Maddock III.
Leticia Beatriz Vionnet
机构
[1] Department of Hydrology and Water Resources,
[2] Laboratory for Riparian Studies,undefined
[3] University of Arizona,undefined
[4] Tucson,undefined
[5] Arizona 85721,undefined
[6] USA Fax: +1-520-621-1422 e-mail: maddock@primenet.com,undefined
[7] Faculad de Ingenieriea y Ciencias Hidricas,undefined
[8] Universidad Nacional del Litoral,undefined
[9] Casilla de Correo N 495,undefined
[10] Paraje El Poso,undefined
[11] 3000 Sante Fe,undefined
[12] Argentina,undefined
来源
Hydrogeology Journal | 1998年 / 6卷
关键词
Key words numerical modeling; groundwater development; groundwater/surface-water relations;
D O I
暂无
中图分类号
学科分类号
摘要
 "Capture" is the increase in recharge and the decrease in discharge that occurs when pumping is imposed on an aquifer system that was in a previous state of approximate dynamic equilibrium. Regional groundwater models are usually used to calculate capture in a two-step procedure. A steady-state solution provides an initial-head configuration, a set of flows through the boundaries for the modeled region, and the initial basis for the capture calculation. The transient solutions provide the total change in flows through the boundaries. A difference between the transient and steady-state solutions renders the capture calculation. When seasonality is a modeling issue, the use of a single initial hydraulic head and a single set of boundary flows leads to miscalculations of capture. Instead, an initial condition for each season should be used. This approach may be accomplished by determining steady oscillatory solutions, which vary through the seasons but repeat from year to year. A regional groundwater model previously developed for a portion of the San Pedro River basin, Arizona, USA, is modified to illustrate the effect that different initial conditions have on transient solutions and on capture calculations.
引用
收藏
页码:24 / 32
页数:8
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