River Channel Changes: Adjustments of EquilibriumSource: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 001Author:Howard H. Chang
DOI: 10.1061/(ASCE)0733-9429(1986)112:1(43)Publisher: American Society of Civil Engineers
Abstract: A method for predicting river channel's adjustments of equilibrium is presented and illustrated by examples. This method is based upon the quantitative relationships among the variables of water discharge, bed‐material discharge, slope, sediment size, channel width and depth for sand‐bed rivers under dynamic equilibrium. In response to changes of certain variables, the directions and magnitudes of adjustments for the others may be determined using this method. The adjustment in equilibrium may sometimes involve a dramatic transformation in channel character, or channel metamorphosis, because of certain thresholds separating channels of distinct characters. Such thresholds are intrinsic to the relationships of this method. For this reason, it is useful to identify potential dramatic changes of a river channel induced by a plan of river regulation or river control. Applications of this method are illustrated by the instability problem for alluvial canal design, adjustment of ephemeral rivers to flood, downstream changes of the Chippewa River, and the response of the lower Mississippi River to cutoffs. The cause and effect of channel adjustment for each case is elucidated.
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contributor author | Howard H. Chang | |
date accessioned | 2017-05-08T20:39:24Z | |
date available | 2017-05-08T20:39:24Z | |
date copyright | January 1986 | |
date issued | 1986 | |
identifier other | %28asce%290733-9429%281986%29112%3A1%2843%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22568 | |
description abstract | A method for predicting river channel's adjustments of equilibrium is presented and illustrated by examples. This method is based upon the quantitative relationships among the variables of water discharge, bed‐material discharge, slope, sediment size, channel width and depth for sand‐bed rivers under dynamic equilibrium. In response to changes of certain variables, the directions and magnitudes of adjustments for the others may be determined using this method. The adjustment in equilibrium may sometimes involve a dramatic transformation in channel character, or channel metamorphosis, because of certain thresholds separating channels of distinct characters. Such thresholds are intrinsic to the relationships of this method. For this reason, it is useful to identify potential dramatic changes of a river channel induced by a plan of river regulation or river control. Applications of this method are illustrated by the instability problem for alluvial canal design, adjustment of ephemeral rivers to flood, downstream changes of the Chippewa River, and the response of the lower Mississippi River to cutoffs. The cause and effect of channel adjustment for each case is elucidated. | |
publisher | American Society of Civil Engineers | |
title | River Channel Changes: Adjustments of Equilibrium | |
type | Journal Paper | |
journal volume | 112 | |
journal issue | 1 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(1986)112:1(43) | |
tree | Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 001 | |
contenttype | Fulltext |