Exponential Formula for Bedload TransportSource: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 010Author:Nian-Sheng Cheng
DOI: 10.1061/(ASCE)0733-9429(2002)128:10(942)Publisher: American Society of Civil Engineers
Abstract: An exponential formula that does not involve the concept of the critical shear stress is derived in this study for computing bedload transport rates. The formula represents well various experimental data sets ranging from the weak transport to high shear conditions. Comparisons of the present study are also made with many previous bedload formulas commonly cited in the literature.
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| contributor author | Nian-Sheng Cheng | |
| date accessioned | 2017-05-08T20:44:09Z | |
| date available | 2017-05-08T20:44:09Z | |
| date copyright | October 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-9429%282002%29128%3A10%28942%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25280 | |
| description abstract | An exponential formula that does not involve the concept of the critical shear stress is derived in this study for computing bedload transport rates. The formula represents well various experimental data sets ranging from the weak transport to high shear conditions. Comparisons of the present study are also made with many previous bedload formulas commonly cited in the literature. | |
| publisher | American Society of Civil Engineers | |
| title | Exponential Formula for Bedload Transport | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 10 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2002)128:10(942) | |
| tree | Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 010 | |
| contenttype | Fulltext |