Technical Notes
Mar 30, 2017

Bedforms and Flow Resistance of Cohesive Beds with and without Biofilm Coating

Publication: Journal of Hydraulic Engineering
Volume 143, Issue 8

Abstract

The bedforms on a biofilm-coated sediment (biosediment) bed are different from those on a noncohesive sediment bed under an identical flow condition and sediment particle size without biofilm. Bedforms on biosediment beds can therefore modify the resistance to flow. In this study, experiments were conducted for the bedforms on both cohesive and biosediment beds. The biofilm coat around the fine cohesive sediment particles of a median size less than 0.1 mm was cultivated within a laboratory flume. The bedforms on biosediment beds are identified as dunes by comparing the Froude number and the Shields parameter. The equations of bedform steepness, bedform height, and equivalent roughness for biosediment beds are empirically derived. The maximum variations of equivalent roughness, Chézy coefficient, and Manning coefficient for a biosediment bed are 96.7, 60.5, and 44.3%, respectively, as compared to those for a noncohesive sediment bed under an identical flow condition and sediment size without biofilm.

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Acknowledgments

This investigation was supported by the National Key Research and Development Program of China (2016YFC0402407) and the National Science Foundation of China (No. 91647210).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 143Issue 8August 2017

History

Received: Feb 10, 2016
Accepted: Dec 14, 2016
Published online: Mar 30, 2017
Published in print: Aug 1, 2017
Discussion open until: Aug 30, 2017

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Hongwei Fang, M.ASCE [email protected]
Professor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydro-Science and Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). E-mail: [email protected]
Ph.D. Research Fellow, Dept. of Hydraulic Engineering, State Key Laboratory of Hydro-Science and Engineering, Tsinghua Univ., Beijing 100084, China. E-mail: [email protected]
Mehdi Fazeli [email protected]
Lecturer, Dept. of Civil Engineering, Yasouj Univ., Yasouj, Islamic Republic of Iran; formerly, Ph.D. Research Fellow, Dept. of Hydraulic Engineering, State Key Laboratory of Hydro-Science and Engineering, Tsinghua Univ., Beijing 100084, China. E-mail: [email protected]
Subhasish Dey, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur, West Bengal 721302, India; Distinguished Visiting Professor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydro-Science and Engineering, Tsinghua Univ., Beijing 100084, China. E-mail: [email protected]

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