Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage ChannelsSource: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 002Author:David C. Froehlich
DOI: 10.1061/(ASCE)IR.1943-4774.0000383Publisher: American Society of Civil Engineers
Abstract: Small drainage channels lined with rock riprap are often designed using Manning’s formula for uniform flow to calculate water depths and velocities. Resistance to flow is quantified by the Manning roughness coefficient
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| contributor author | David C. Froehlich | |
| date accessioned | 2017-05-08T21:53:02Z | |
| date available | 2017-05-08T21:53:02Z | |
| date copyright | February 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29ir%2E1943-4774%2E0000411.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/65282 | |
| description abstract | Small drainage channels lined with rock riprap are often designed using Manning’s formula for uniform flow to calculate water depths and velocities. Resistance to flow is quantified by the Manning roughness coefficient | |
| publisher | American Society of Civil Engineers | |
| title | Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 2 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000383 | |
| tree | Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 002 | |
| contenttype | Fulltext |