A simplified method for estimating the longitudinal dispersion coefficient in ecological channels with vegetation

被引:31
作者
Huai, Wenxin [1 ]
Shi, Haoran [1 ]
Song, Suwen [1 ]
Ni, Shaoqiang [2 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China
[2] Tsinghua Univ, Ctr Earth Syst Sci, Beijing 100084, Peoples R China
关键词
Longitudinal dispersion coefficient; Emergent vegetation; Partially vegetated rivers; N-zone model; SLOW-ZONE MODEL; VELOCITY; FLOWS; EMERGENT; HEIGHT; DEPTH;
D O I
10.1016/j.ecolind.2017.05.015
中图分类号
X176 [生物多样性保护];
学科分类号
090705 ;
摘要
The longitudinal dispersion coefficient is an important parameter for describing the transport processes in rivers. Riparian vegetation significantly influences the velocity profile and transport processes. This paper examines the longitudinal dispersion coefficient under the condition that rigid emergent vegetation grows symmetrically along the river bank. We build a three-zone model by extending the N-zone models of Chickwendu and Boxall & Guymer. We also analyze the velocity profiles that are significantly affected by vegetation to estimate the parameters in our model. Our tests using the experimental data from a series of experiments validate the acceptable accuracy of our three-zone model.
引用
收藏
页码:91 / 98
页数:8
相关论文
共 38 条
[1]   Longitudinal mixing in meandering channels: New experimental data set and verification of a predictive technique [J].
Boxall, J. B. ;
Guymer, I. .
WATER RESEARCH, 2007, 41 (02) :341-354
[2]   FLOW STRUCTURE IN PARTIALLY VEGETATED RECTANGULAR CHANNELS [J].
Chen Gang ;
Huai Wen-xin ;
Han Jie ;
Zhao Ming-deng .
JOURNAL OF HYDRODYNAMICS, 2010, 22 (04) :590-597
[3]   Representative roughness height of submerged vegetation [J].
Cheng, Nian-Sheng .
WATER RESOURCES RESEARCH, 2011, 47
[4]   APPLICATION OF A SLOW-ZONE MODEL TO CONTAMINANT DISPERSION IN LAMINAR SHEAR FLOWS [J].
CHIKWENDU, SC .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1986, 24 (06) :1031-1044
[5]   SLOW-ZONE MODEL FOR LONGITUDINAL DISPERSION IN TWO-DIMENSIONAL SHEAR FLOWS [J].
CHIKWENDU, SC ;
OJIAKOR, GU .
JOURNAL OF FLUID MECHANICS, 1985, 152 (MAR) :15-38
[6]  
Chiliwendu S. C., 1986, J FLUID MECH, V167, P19
[7]  
Deng Z. Q., 2001, ADV WATER SCI, V12, P137
[8]   Longitudinal dispersion coefficient in straight rivers [J].
Deng, ZQ ;
Singh, VP ;
Bengtsson, L .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2001, 127 (11) :919-927
[9]   Improvement of the Lateral Distribution Method based on the mixing layer theory [J].
Fernandes, J. N. ;
Leal, J. B. ;
Cardoso, A. H. .
ADVANCES IN WATER RESOURCES, 2014, 69 :159-167
[10]  
Fischer H.B., 1967, J HYDRAULICS DIVISIO, V93, P187, DOI [10.1061/JYCEAJ.0001706, DOI 10.1061/JYCEAJ.0001706]