Estimating drag coefficient for arrays of rigid cylinders representing emergent vegetation

Author:

Sonnenwald Fred1ORCID,Stovin Virginia2ORCID,Guymer Ian3ORCID

Affiliation:

1. (IAHR Member), Research Associate, Department of Civil and Structural Engineering, University of Sheffield, Sheffield, UK

2. Reader in Urban Drainage, Department of Civil and Structural Engineering, University of Sheffield, Sheffield, UK

3. (IAHR Member), Professor of Civil Engineering, Department of Civil and Structural Engineering, University of Sheffield, Sheffield, UK

Funder

Warwick Impact Fund

Engineering and Physical Sciences Research Council

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Reference28 articles.

1. Using simulated emergent vegetation to alter stream flow direction within a straight experimental channel

2. Calculation of Drag Coefficient for Arrays of Emergent Circular Cylinders with Pseudofluid Model

3. Effect of Riparian Vegetation on Flow Resistance and Flood Potential

4. Dittrich, A., Aberle, J., Schoneboom, T., Rodi, W. & Uhlmann, M. (2012). Drag forces and flow resistance of flexible riparian vegetation. In W. Rodi & M. Uhlmann (Eds.), Environmental fluid mechanics: Memorial colloquium on environmental fluid mechanics in honour of Professor Gerhard H. Jirka (pp. 195–215). London: CRC Press, Taylor & Francis Group.

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