Hydraulic Roughness of Breakup Ice JamsSource: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 008Author:Spyros Beltaos
DOI: 10.1061/(ASCE)0733-9429(2001)127:8(650)Publisher: American Society of Civil Engineers
Abstract: Lack of field data on the thickness and roughness of river ice jams inhibits reliable calibration of ice jam models and can result in erroneous evaluation of important physical parameters. Detailed thickness data that have been obtained on several ice jams by means of a remote profiling technique reveal a highly irregular underside. Statistical analysis points to a normal probability distribution of the irregularities and allows direct assessment of the absolute roughness of each jam. The latter varies linearly with the average jam thickness, at least to a thickness value of 3 m, and is shown to be consistent with previously reported roughness values deduced from purely hydraulic considerations. Using the present findings in conjunction with past data and modelling experience, simple equations are developed to compute composite-flow resistance characteristics in terms of jam thickness and flow depth.
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| contributor author | Spyros Beltaos | |
| date accessioned | 2017-05-08T20:44:06Z | |
| date available | 2017-05-08T20:44:06Z | |
| date copyright | August 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9429%282001%29127%3A8%28650%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25232 | |
| description abstract | Lack of field data on the thickness and roughness of river ice jams inhibits reliable calibration of ice jam models and can result in erroneous evaluation of important physical parameters. Detailed thickness data that have been obtained on several ice jams by means of a remote profiling technique reveal a highly irregular underside. Statistical analysis points to a normal probability distribution of the irregularities and allows direct assessment of the absolute roughness of each jam. The latter varies linearly with the average jam thickness, at least to a thickness value of 3 m, and is shown to be consistent with previously reported roughness values deduced from purely hydraulic considerations. Using the present findings in conjunction with past data and modelling experience, simple equations are developed to compute composite-flow resistance characteristics in terms of jam thickness and flow depth. | |
| publisher | American Society of Civil Engineers | |
| title | Hydraulic Roughness of Breakup Ice Jams | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2001)127:8(650) | |
| tree | Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 008 | |
| contenttype | Fulltext |