Energy Expenditure in Curved Open ChannelsSource: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007Author:Howard H. Chang
DOI: 10.1061/(ASCE)0733-9429(1983)109:7(1012)Publisher: American Society of Civil Engineers
Abstract: This paper describes linear partitioning of energy expenditure in curved open channels. An analytical method which predicts energy losses due to longitudinal resistance and transverse circulation is presented; predicted results are compared with measurements. The transverse energy loss is evaluated using the velocity field of transverse circulation which is implicitly dependent on the internal turbulent shear and boundary roughness; thus, direct evaluations of the shear and boundary losses are avoided. Transverse circulation is often referred to as secondary circulation as its velocity component is generally substantially lower than the longitudinal or primary velocity. Such is not the case for the energy expenditure. The loss due to transverse circulation may be of the same order of magnitude as the longitudinal loss at a higher depth to radius ratio or lower channel roughness, or both.
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| contributor author | Howard H. Chang | |
| date accessioned | 2017-05-08T20:38:37Z | |
| date available | 2017-05-08T20:38:37Z | |
| date copyright | July 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9429%281983%29109%3A7%281012%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22143 | |
| description abstract | This paper describes linear partitioning of energy expenditure in curved open channels. An analytical method which predicts energy losses due to longitudinal resistance and transverse circulation is presented; predicted results are compared with measurements. The transverse energy loss is evaluated using the velocity field of transverse circulation which is implicitly dependent on the internal turbulent shear and boundary roughness; thus, direct evaluations of the shear and boundary losses are avoided. Transverse circulation is often referred to as secondary circulation as its velocity component is generally substantially lower than the longitudinal or primary velocity. Such is not the case for the energy expenditure. The loss due to transverse circulation may be of the same order of magnitude as the longitudinal loss at a higher depth to radius ratio or lower channel roughness, or both. | |
| publisher | American Society of Civil Engineers | |
| title | Energy Expenditure in Curved Open Channels | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 7 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1983)109:7(1012) | |
| tree | Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007 | |
| contenttype | Fulltext |