contributor author | Andrew Tuthill | |
contributor author | Lianwu Liu | |
contributor author | Hung Tao Shen | |
date accessioned | 2017-05-08T21:14:08Z | |
date available | 2017-05-08T21:14:08Z | |
date copyright | September 2004 | |
date issued | 2004 | |
identifier other | %28asce%290887-381x%282004%2918%3A3%2889%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43758 | |
description abstract | Physical and numerical models were used to assess ice passage at navigation locks, focusing on key factors such as the design of the lock filling and emptying system and the intakes to the lock filling culverts. Unconventional ice passage techniques such as manifolds in the miter gates were also evaluated. Physical model results were compared to field observations and to a parallel series of tests using the DynaRICE ice-hydraulic numerical model. The study focused on three general ice processes at locks: (1) ice accumulating near culvert intakes during lock filling; (2) drawing ice into the lock chamber; and (3) flushing ice out of the lock. Ice accumulation thickness in the upper lock approach was found to be the most important parameter affecting ice passage into the lock chamber. Physical and numerical model results compared reasonably well, proving DynaRICE to be a useful tool for assessing ice passage for new lock designs. | |
publisher | American Society of Civil Engineers | |
title | Modeling Ice Passage at Navigation Locks | |
type | Journal Paper | |
journal volume | 18 | |
journal issue | 3 | |
journal title | Journal of Cold Regions Engineering | |
identifier doi | 10.1061/(ASCE)0887-381X(2004)18:3(89) | |
tree | Journal of Cold Regions Engineering:;2004:;Volume ( 018 ):;issue: 003 | |
contenttype | Fulltext | |