An analytical solution for flow estimation of a meandering compound channel

被引:1
作者
Pradhan, Arpan [1 ]
Khatua, Kishanjit Kumar [2 ]
机构
[1] NIT, Hydraul Lab, Rourkela, India
[2] NIT, Dept Civil Engn, Rourkela, India
来源
NINTH INTERNATIONAL CONFERENCE ON FLUVIAL HYDRAULICS (RIVER FLOW 2018) | 2018年 / 40卷
关键词
DISCHARGE; RIVER;
D O I
10.1051/e3sconf/20184006043
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
An analytical model is proposed to determine the discharge capacity in a meandering compound channel. The channel cross-section is divided into four sub-sections, such as the lower main channel, the floodplain within the meander belt and the two outer floodplains. Momentum transfer in-between these four subsections is taken into consideration in the analytical model. The model basically determines the force balance of each individual subsection to predict its mean velocity and thereby the sub-sectional discharge. The paper suggests a non-dimensional parameter, alpha(T), which is the momentum transfer coefficient, that is determined to be unique for each individual channel. The paper deals with the calibration of this parameter for both large-scale and small-scale data sets.
引用
收藏
页数:8
相关论文
共 32 条
[11]   Three-dimensional numerical simulation of compound meandering open channel flow by the Reynolds stress model [J].
Jing, H. ;
Guo, Y. ;
Li, C. ;
Zhang, J. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2009, 59 (08) :927-943
[12]  
Kiely G.K., 1989, THESIS
[13]   Method for assessing discharge in meandering compound channels [J].
Liu, Chao ;
Shan, Yuqi ;
Liu, Xingnian ;
Yang, Kejun .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2016, 169 (01) :17-29
[14]   An analytical model for lateral depth-averaged velocity distributions along a meander in curved compound channels [J].
Liu, Chao ;
Wright, Nigel ;
Liu, Xingnian ;
Yang, Kejun .
ADVANCES IN WATER RESOURCES, 2014, 74 :26-43
[15]  
MacLeod A.B., 1997, THESIS
[16]   Apparent friction coefficient in straight compound channels [J].
Moreta, Pedro J. M. ;
Pedro Martin-Vide, Juan .
JOURNAL OF HYDRAULIC RESEARCH, 2010, 48 (02) :169-177
[17]   Three-dimensional hydrodynamics of meandering compound channels [J].
Morvan, H ;
Pender, G ;
Wright, NG ;
Ervine, DA .
JOURNAL OF HYDRAULIC ENGINEERING, 2002, 128 (07) :674-682
[18]   FLOOD-PLAIN AND MAIN CHANNEL FLOW INTERACTION - DISCUSSION [J].
NOUTSOPOULOS, GC ;
CHRISTODOULOU, GC .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1985, 111 (05) :884-886
[19]  
O'Sullivan JJ, 2003, P I CIVIL ENG-WATER, V156, P313
[20]   Flow interaction of meandering river with floodplains [J].
Patra, KC ;
Kar, SK .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2000, 126 (08) :593-604