On the account of topography and strata of mountains and valleys in Southwest China, the temperature and salinity of regional groundwater system are different from those of local flow system. Induced by climate change or human behaviors, surface water level rises and even inundates the discharge point of groundwater, exerting impact on the mix between groundwater and surface water in the regional discharging area. In the present paper, variations in the features of the mix between salt water and fresh water flows are researched via sand box physical model and SEAWAT simulation from the aspect of salinity distribution. The results are concluded as follows: under the actions of both hydraulic head difference and density difference between regional groundwater and surface water, a mixed transition zone (from low salinity water to high salinity water) with parabolic boundary is generated by hydrodynamic dispersion by the intrusion of fresh water into aquifer. Furthermore, simulations of the mix between salt water and saline water with density difference demonstrate that when the density difference gets larger, the backward distance of the mixed transition zone is longer, and the boundary is more prolate. The research results lay a foundation for deep research on the mix characteristics between different levels of groundwater systems in Southwest China.
Key words
mountains and valleys in Southwest China /
discharging area of valley /
characteristics of the mix between salt water and fresh water /
sand box model /
SEAWAT model /
characteristics of concentration distribution
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
References
[1] 邓长虹. 高原古盐田的守护[J]. 中华儿女,2012, (20): 45-50.
[2] 屈丽丽, 徐世光, 杨秀梅,等.怒江跃进桥温泉水化学特征及成因分析[J]. 科学技术与工程, 2011, 11(20): 4724-4729.
[3] PINDER G F, COOPER H H. A Numerical Technique for calculating the Transient Position of the Salt Water Front[J]. Water Resources Research,1970,6(3):875-882.
[4] 周 训, 宋 超, 赵劲波,等. 海岸带咸淡水界面模拟实验的教学实践[J]. 中国地质教育,2013, 22(3): 90-93.
[5] 陈鸿汉, 王新民, 张永祥,等. 潍河下游地区海咸水入侵动态三维数值模拟分析[J]. 地学前缘, 2000, 7(增): 297-304.
[6] 林 锦,郑春苗,吴剑锋,等. 基于遗传算法的变密度条件下地下水模拟优化模型[J]. 水利学报, 2007, 38(10): 1236-1244.
[7] 陈开荣, 陈汉宝, 赵海亮. 基于SEAWAT的海水入侵数值模拟[J]. 水资源与水工程学报, 2012, 23(6): 140-145.
[8] 张 奇.海水入侵的实验研究[J]. 水文地质工程地质, 2005, 32(4): 43-47.
[9] 栾熙明, 郑西来, 黄 翠. 变密度地下水流模拟软件SEAWAT-2000简介[J]. 海洋科学集刊, 2010, (1): 100-104.
[10]LANGEVIN C D. Simulation of Submarine Ground Water Discharge to a Marine Estuary: Biscayne Bay, Florida[J]. Groundwater, 2003, 41(6): 758-771.
[11]李国敏, 陈崇希,沈照理,等.涠洲岛海水入侵模拟[J].水文地质工程地质,1995, 22(5): 1-5.
[12]GUO W X, LANGEVIN C D. User’s Guide to SEAWAT: A Computer Program for the Simulation of Three-dimensional Variable Density Groundwater Flow[K]. USA: US Geological Survey, 2002.
[13]林 锦.变密度条件下地下水模拟优化研究[D].杭州:浙江大学, 2008.
[14]刘 茜. 咸淡水过渡带水-岩相互作用研究[D].青岛:中国海洋大学, 2007.
[15]BEAR J. Dynamics of Fluids in Porous Media[M]. New York: Dover Publications, 1972.