Estimating drag coefficient for arrays of rigid cylinders representing emergent vegetation

被引:57
作者
Sonnenwald, Fred [1 ]
Stovin, Virginia [2 ]
Guymer, Ian [3 ]
机构
[1] Univ Sheffield, Dept Civil & Struct Engn, Sheffield, S Yorkshire, England
[2] Univ Sheffield, Dept Civil & Struct Engn, Urban Drainage, Sheffield, S Yorkshire, England
[3] Univ Sheffield, Dept Civil & Struct Engn, Civil Engn, Sheffield, S Yorkshire, England
基金
英国工程与自然科学研究理事会;
关键词
Cylinder arrays; drag coefficient; estimating drag; porous media; vegetated flows; FLOW RESISTANCE; MEAN DRAG; DIFFUSION; MODEL;
D O I
10.1080/00221686.2018.1494050
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Flow resistance due to vegetation is of interest for a wide variety of hydraulic engineering applications. This note evaluates several practical engineering functions for estimating bulk drag coefficient () for arrays of rigid cylinders, which are commonly used to represent emergent vegetation. Many of the evaluated functions are based on an Ergun-derived expression that relates to two coefficients, describing viscous and inertial effects. A re-parametrization of the Ergun coefficients based on cylinder diameter (d) and solid volume fraction (phi) is presented. Estimates of are compared to a range of experimental data from previous studies. All functions reasonably estimate at low phi and high cylinder Reynolds numbers (). At higher phi they typically underestimate . Estimates of utilizing the re-parametrization presented here match the experimental data better than estimates of made using the other functions evaluated, particularly at low phi and low .
引用
收藏
页码:591 / 597
页数:7
相关论文
共 28 条
[1]  
Aberle J, 2012, RIVER FLOW 2012, VOLS 1 AND 2, P193
[2]   Prediction of channel flow characteristics through square arrays of emergent cylinders [J].
Ben Meftah, M. ;
Mossa, M. .
PHYSICS OF FLUIDS, 2013, 25 (04)
[3]   Using simulated emergent vegetation to alter stream flow direction within a straight experimental channel [J].
Bennett, SJ ;
Pirim, T ;
Barkdoll, BD .
GEOMORPHOLOGY, 2002, 44 (1-2) :115-126
[4]  
Cheng NS, 2012, J HYDRAUL ENG, V138, P673, DOI [10.1061/(ASCE)HY.1943-7900.0000562, 10.1061/(ASCE)HY.1943-7900.0000722]
[5]   Effect of riparian vegetation on flow resistance and flood potential [J].
Darby, SE .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (05) :443-454
[6]  
ERGUN S, 1952, CHEM ENG PROG, V48, P89
[7]   Discussion of "Laboratory Investigation of Mean Drag in a Random Array of Rigid, Emergent Cylinders" by Yukie Tanino and Heidi M. Nepf [J].
Ferreira, Rui M. L. ;
Ricardo, Ana M. ;
Franca, Mario J. .
JOURNAL OF HYDRAULIC ENGINEERING, 2009, 135 (08) :690-693
[8]   The limited growth of vegetated shear layers [J].
Ghisalberti, M ;
Nepf, HM .
WATER RESOURCES RESEARCH, 2004, 40 (07) :W075021-W0750212
[9]   Influence of foliage on flow resistance of emergent vegetation [J].
James, Christopher S. ;
Goldbeck, Uwe K. ;
Patini, Anthony ;
Jordanova, Angelina A. .
JOURNAL OF HYDRAULIC RESEARCH, 2008, 46 (04) :536-542
[10]   Closure modeling and direct simulation of vegetation drag in flow through emergent vegetation [J].
Kim, Su Jin ;
Stoesser, Thorsten .
WATER RESOURCES RESEARCH, 2011, 47