Modeling of Unsteady Flows in Alluvial StreamsSource: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002Author:Bommanna G. Krishnappan
DOI: 10.1061/(ASCE)0733-9429(1985)111:2(257)Publisher: American Society of Civil Engineers
Abstract: A computer model is described to predict unsteady and nonuniform flows in alluvial streams. The model uses a generalized expression for evaluating the energy slope in mobile boundary flows. Therefore, it is possible to adopt different friction factor relationships into the model without affecting its structure. It is also possible to upgrade the model easily as new expressions for alluvial bed roughness become available. The model has been tested for laboratory and field conditions and shows good agreement with measured data. It is capable of predicting long‐term changes in riverbed slope and thus is wellsuited for estimating change in river regime caused by certain modifications to river flow, such as river diversions, meander cutoffs, river training works, dams and hydroelectric power plants.
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contributor author | Bommanna G. Krishnappan | |
date accessioned | 2017-05-08T20:39:11Z | |
date available | 2017-05-08T20:39:11Z | |
date copyright | February 1985 | |
date issued | 1985 | |
identifier other | %28asce%290733-9429%281985%29111%3A2%28257%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22448 | |
description abstract | A computer model is described to predict unsteady and nonuniform flows in alluvial streams. The model uses a generalized expression for evaluating the energy slope in mobile boundary flows. Therefore, it is possible to adopt different friction factor relationships into the model without affecting its structure. It is also possible to upgrade the model easily as new expressions for alluvial bed roughness become available. The model has been tested for laboratory and field conditions and shows good agreement with measured data. It is capable of predicting long‐term changes in riverbed slope and thus is wellsuited for estimating change in river regime caused by certain modifications to river flow, such as river diversions, meander cutoffs, river training works, dams and hydroelectric power plants. | |
publisher | American Society of Civil Engineers | |
title | Modeling of Unsteady Flows in Alluvial Streams | |
type | Journal Paper | |
journal volume | 111 | |
journal issue | 2 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(1985)111:2(257) | |
tree | Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002 | |
contenttype | Fulltext |