Fully Coupled Model of Ice-Jam Dynamics
Author:
Affiliation:
1. Members, ASCE
2. Res. Hydr. Engr., U.S. Army Cold Regions Res. and Engrg. Lab., Hanover, NH 03755.
3. Prof., Iowa Inst. of Hydr. Res., Univ. of Iowa, Iowa City, IA 52242.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-381X%282000%2914%3A1%2824%29
Reference13 articles.
1. River Ice Jams: Theory, Case Studies, and Applications
2. Beltaos S. (1993). “Numerical computation of river ice jams.” Canadian J. Civ. Engrg. 20(1) 88–99.
3. Flato G.M. and Gerard R. (1986). “Calculation of ice jam profiles.” Proc. 4th Workshop on Hydr. of River Ice Ecole Polytechnique de Montreal Quebec Canada.
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