IAHR, founded in 1935, is a worldwide independent member-based organisation of engineers and water specialists working in fields related to the hydro-environmental sciences and their practical application. Activities range from river and maritime hydraulics to water resources development and eco-hydraulics, through to ice engineering, hydroinformatics, and hydraulic machinery.
Log On
About IAHRDirectoryCommitteesMy IAHRNews & JournalseLibraryeShopEventsJoin IAHRWorld CongressDonate
spacer.gif eLibrary
spacer.gif eLibrary
You are here : eLibrary : Ice Research and Engineering : 23rd Symposium USA (2016) : River Ice : Development of Ice Jam Toe Configurations
Development of Ice Jam Toe Configurations
Author : Kolerski, Tomasz, Fengbin Huang, and Hung Tao Shen
The geometry of the ice jam toe against an ice cover leading edge is governed by the balance of the forces acting on the surface ice rubble in the river channel and the condition at the cover leading edge. This study examines the development of jam toe configurations for breakup jams. The breakup ice jams are studied using a river ice dynamics model. The model is refined to consider three types of downstream transition of surface ice jam to study their effects on the jam toe configuration: 1) ice rubble mass stops at the cover leading edge; 2) ice rubble mass moves pass the cover leading edge without fracturing the cover; and 3) ice rubble mass ploughs into and fractures the ice cover. A field example on breakup ice jam in Thames River is presented.
File Size : 1,332,304 bytes
File Type : Adobe Acrobat Document
Chapter : Ice Research and Engineering
Category : 23rd Symposium USA (2016)
Article : River Ice
Date Published : 21/10/2016
Download Now