碩士 / 國立中山大學 / 海洋環境及工程學系研究所 / 94 / A two-dimensional finite difference model is developed for the simulation of saltwater intrusion in wave-induced aquifer system with either a confined or phreatic aquifer. The model considers many important factors, such as the dynamic pressure induced by wave motion, the pressure wave equation, the density-dependent Darcy’s Law, and the salt transport equation. This paper presents numerical study of the effect of wave motion, resulting salinity structure responses and phreatic surface fluctuation on the process of seawater intrusion … etc.
Identifer | oai:union.ndltd.org:TW/094NSYS5282016 |
Date | January 2006 |
Creators | Cheng-Wei Lin, 林政偉 |
Contributors | Bang-Fuh Cheng, 陳邦富 |
Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
Language | zh-TW |
Detected Language | English |
Type | 學位論文 ; thesis |
Format | 79 |
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