
Comparative Research on the Mesh Generating of Temperature Difference Induced Heterogeneous Flow with MIKE3
Wei-wei GUO, Hong-shi XU, Zi-jun HU
Comparative Research on the Mesh Generating of Temperature Difference Induced Heterogeneous Flow with MIKE3
When sudden pollution accidents occur in temperature stratified reservoirs, it is of great significance to grasp the hydrodynamic and water temperature characteristics of water bodies to judge the development of pollution events and guide policy-making. MIKE3 software can be used for the three-dimensional simulation of reservoir hydrodynamics and water temperature. In order to explore further the influence of the model’s horizontal grid division and vertical coordinate system selection on the density flow, based on previous physical model experiments the numerical models of triangular, rectangular, and triangular-rectangular coupled grids are constructed. The σ coordinates and σ-Z mixed coordinates are adopted. The results show that MIKE3 software can effectively simulate the characteristics of temperature stratified density flow. It can be concluded that when the mainstream direction of density flow is very significant, it is recommended to use a rectangular grid to discretize the study area. The ladder approximation of Z-coordinate model can be effectively weakened by increasing the number of vertical stratifications. For water bodies with large differences in temperature stratifies interface, mainstream direction and the slope of riverbed, it is recommended to use σ-Z mixed coordinates in the vertical direction.
MIKE3 / density flow / temperature stratification / σ-coordinate / mesh generation {{custom_keyword}} /
1 |
{{custom_citation.content}}
{{custom_citation.annotation}}
|
2 |
ELI E. Effects of thermal stratification and mixing on reservoir water quality[J]. Limnology, 2008,9(2):135-142.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
3 |
李广宁,高学平,韩云鹏. 基于EFDC的西南地区某水库水温结构模拟研究[J].水利水电技术,2016,47(1):94-97.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
4 |
张鹏飞. 不同洪量对洪家渡水库水温分层结构影响分析[J].中国农村水利水电,2019(12):75-85.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
5 |
孙祥,朱广伟,笪文怡,等. 天目湖沙河水库热分层变化及其对水质的影响[J]. 环境科学,2018,39(6):2 632-2 640.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
6 |
李一平,罗凡,郭晋川,等. 我国南方桉树 (Eucalyptus) 人工林区水库突发性泛黑形成机理初探[J]. 湖泊科学,2018,30(1):15-24.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
7 |
王辉. 大伙房水库流场及水温分布的数值模拟研究[D]. 辽宁大连:大连理工大学,2015.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
8 |
龙圣海,黄廷林,李扬,等.基于MIKE3的金盆水库三维水温结构模拟研究[J].水力发电学报,2016,35(11):16-24.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
9 |
胡煜,张文俊,夏建新,等.垂直坐标系对于水温分层流动模拟的影响研究[J].水力发电学报,2018,37(1):40-48.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
10 |
邓云. 大型深水库的水温预测研究[D]. 成都:四川大学,2003.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
11 |
陶建峰. 河口、海岸三维斜压水流数值模式研究[D].南京:河海大学,2006.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
12 |
任华堂,陈永灿,刘昭伟,等. 深水湖泊水库水温数值计算模型研究[J]. 水力发电学报,2007,26(3):99-104.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
13 |
Danish Hydraulic Institute. MIKE 21 & MIKE 3 FLOW MODEL FM Hydrodynamic and Transport Module Scientific Documentation [R]. DHI, 2016.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
14 |
{{custom_citation.content}}
{{custom_citation.annotation}}
|
15 |
邓云,李嘉,罗麟. 河道型深水库的温度分层模拟[J]. 水动力学研究与进展,2004,19(5):604-609.
{{custom_citation.content}}
{{custom_citation.annotation}}
|
{{custom_ref.label}} |
{{custom_citation.content}}
{{custom_citation.annotation}}
|
/
〈 |
|
〉 |