Numerical model study on ice impact on Lake Superior outflow limit

被引:2
|
作者
Knack, Ian [1 ]
Shen, Hung Tao [1 ]
Huang, Fengbin [1 ]
机构
[1] Clarkson Univ, Dept Civil & Environm Engn, Potsdam, NY 13699 USA
关键词
river ice; freeze-up; breakup; undercover frazil transport; ice jam; flow regulation; numerical modeling; DYNAMICS; COVER;
D O I
10.1139/cjce-2014-0276
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Improved regulation of the wintertime flow from Lake Superior is needed to improve the balance of water levels of Lake Superior and Lake Michigan-Huron to decrease the frequency of extreme levels without unduly affecting Lake Superior interest. The wintertime outflow limit is set as 2410 m(3)/s by Lake Superior Regulation Plan 1977-A as a result of ice jam flooding during the 1916-1917 winter. This paper presents a numerical model study on the ice conditions in the St. Marys River to assess the maximum allowable Lake Superior wintertime outflow. Freeze-up, frazil transport and accumulation, and breakup were simulated with a thermal-ice dynamic model. The highest potential for flooding exists during ice breakup and simulations were run to determine a safe discharge limit for the breakup period. Simulations indicated the winter flow limit may be increased to 2690 m(3)/s if flow regulation is managed with care to prevent premature ice cover breakup.
引用
收藏
页码:656 / 664
页数:9
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