Simulation of Seawater Intrusion Range in Coastal Aquifer Using the FEMWATER Model for Disaster Information

被引:10
作者
Kim, Sung-Duk [2 ]
Lee, Ho-Jin [1 ]
Park, Jae-Sung [3 ]
机构
[1] Colorado State Univ, Dept Civil & Environm Engn, Engn Res Ctr, Ft Collins, CO 80523 USA
[2] Chung Ang Univ, Dept Civil & Environm Engn, Seoul 156756, South Korea
[3] Juseong Univ, Dept Natl Def Construct, Chungbuk, South Korea
关键词
coastal aquifer; dispersivity; FEMWATER model; groundwater; seawater intrusion; total dissolved solids (TDS); WATER-INTRUSION;
D O I
10.1080/1064119X.2011.602388
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The FEMWATER model is a three-dimensional finite element model that can simulate both groundwater flow and mass transport at the same time, and so by using this FEMWATER model seawater intrusion was simulated and the results were compared to observation data. By using the observation data, a conceptual model was made of 3 layers based on the type of soil, and the hydrogeological parameter was selected. There are two types of dispersivities: longitudinal dispersivity and transverse dispersivity. Longitudinal dispersivity was calculated by Xu and Eckstein's method (1995) and the transverse dispersivity was put at 3/10 of the longitudinal dispersivity for the simulation. The electrical conductivity suggested by Freeze and Cherry (1979) and the correlation with total dissolved solids, TDS, was used to classify the state of the water. Upon analyzing the depths at 15 m, 30 m, 60 m, and 90 m, occurrence of seawater intrusion near the ground surface was limited to the vicinity of the coastline, but as the depths became deeper, seawater intrusion expanded inland. From these results we can come to the conclusion that in order to prevent seawater intrusion there needs to be sufficient preliminary examination.
引用
收藏
页码:210 / 221
页数:12
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