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contributor authorGary C. Pasquarell
contributor authorHung Tao Shen
date accessioned2017-05-08T21:13:38Z
date available2017-05-08T21:13:38Z
date copyrightSeptember 1987
date issued1987
identifier other%28asce%290887-381x%281987%291%3A3%28122%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43466
description abstractA computational method is developed for analyzing the hydraulics in a channel network with ice cover under steady‐state conditions. The formulation permits computations for networks in which both ice‐covered and free‐surface areas exist. The network resistance coefficient, as well as the discharge distribution and water surface profiles in each reach, is computed. Application of the method to the upper St. Lawrence River is presented, along with discussion of the spatial and temporal variations of ice cover resistance coefficients.
publisherAmerican Society of Civil Engineers
titleHydraulic Analysis for Ice‐Covered Channel Networks
typeJournal Paper
journal volume1
journal issue3
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(1987)1:3(122)
treeJournal of Cold Regions Engineering:;1987:;Volume ( 001 ):;issue: 003
contenttypeFulltext


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