Quantifying Drag Coefficients Due to an Isolated Circular Vegetation Patch
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00877-7.pdf
Reference41 articles.
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2. Kothyari UC, Hayashi K, Hashimoto H (2009) Drag coefficient of unsubmerged rigid vegetation stems in open channel flows. J Hydraul Res 47(6):691–699. https://doi.org/10.3826/jhr.2009.3283
3. Cheng N-S, Nguyen HT (2011) Hydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flows. J Hydraul Eng 137(9):995–1004. https://doi.org/10.1061/(asce)hy.1943-7900.0000377
4. Cheng N-S, Hui CL, Chen X (2019) Estimate of drag coefficient for a finite patch of rigid cylinders. J Hydraul Eng. https://doi.org/10.1061/(asce)hy.1943-7900.0001561
5. Cheng N-S, Hui CL, Wang X, Tan SK (2019) Laboratory study of porosity effect on drag induced by circular vegetative patch. J Eng Mech. https://doi.org/10.1061/(asce)em.1943-7889.0001626
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