Optimal Control of Salt Water Wedge by Recharge of Fresh Water

K. Fujino, T. Ueda, K. Jinno
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Abstract

In order to develop water resources in coastal areas, reservoirs have been planed and built on river mouth. Salt water intrusion through an aquifer due to the drawdown of water level in these reservoirs should be taken into consideration when reservoirs are constructed. One of the possible approaches for the prevention of salt water intrusion is to control its movement by artificial groundwater recharge. In the present paper, state equation which describes the movement of the tip of salt water wedge is derived through the boundary element method. And the optimal groundwater recharge rate from a culvert placed within the aquifer is determined by the optimal control theory. Some examples are demonstrated to confirm the availability of the proposed method.
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淡水回灌对咸水楔的优化控制
为了开发沿海地区的水资源,在河口上规划和修建了水库。在建造水库时,应考虑到由于水库水位下降而导致的咸水通过含水层侵入。防止咸水入侵的可能途径之一是通过人工补给地下水来控制咸水的运动。本文采用边界元法推导了描述盐水楔尖运动的状态方程。利用最优控制理论确定了含水层内涵洞的最优地下水补给速率。算例验证了所提方法的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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岩盤地下水の水質・同位体組成調査*(1) 特性曲線型有限要素法を用いた密度差のある地下水流動の数値解析-淡水・塩水2相流への応用 非定常地下水変動場における透水(量)係数の推定 A‘Characteristie’Finite Element Method for Dispersion-Convection Equation. The Fluctuation in Groundwater Level prior and after the Miyagi Oki Earthquakes.
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