AQUIFER MANAGEMENT UNDER TRANSIENT AND STEADY-STATE CONDITIONS

AQUIFER MANAGEMENT UNDER TRANSIENT AND STEADY-STATE CONDITIONS
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瞬态和稳态条件下的含水层管理

DOI：
10.1111/j.1752-1688.1976.tb00213.x
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发表时间：
1976
期刊：
影响因子：
--
通讯作者：
I. Remson
I. Remson
中科院分区：
--
文献类型：
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作者：
W. Alley;Eduardo Aguado;I. Remson

文献摘要

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二维承压含水层中的瞬态和稳态流动方程用有限差分近似。所得到的线性差分方程，结合其他线性物理和管理约束和线性目标函数，包括线性规划（LP）制定。这样的LP模型的解决方案用于确定最佳的井分布和泵送速率，以满足给定的管理目标的一个假设的瞬态问题和稳态领域的问题。
: The equations of transient and steady-state flow in two-dimensional artesian aquifers are approximated using finite differences. The resulting linear difference equations, combined with other linear physical and management constraints and a linear objective function, comprise a linear programming (LP) formulation. Solutions of such LP models are used to determine optimal well distributions and pumping rates to meet given management objectives for a hypothetical transient problem and for a steady-state field problem.