An Analytical Model for the Distributions of Velocity and Discharge in Compound Channels with Submerged Vegetation

K Shiono, 1991, Turbulent open channel flows with variable depth across the channel, Journal of Fluid Mechanics, 222, 617, 10.1017/S0022112091001246

HM Nepf, 2000, Flow structure in depth-limited, vegetated flow, Journal of Geophysics Research, 105, 28547, 10.1029/2000JC900145

HM Nepf, 1999, Drag, turbulence, and diffusion in flow through emergent vegetation, Water Resource Research, 35, 479, 10.1029/1998WR900069

CG Wu, 1982

WRC Myers, 1990, Flow resistance in compound channel, Journal of Hydraulic Research, 28, 141, 10.1080/00221689009499083

A. Mohaghegh, 2008, Evaluations of stage-discharge relationship in compound channels, Journal of Hydrodynamics, 20, 81, 10.1016/S1001-6058(08)60031-1

CJ Posey, 1967, Computation of discharge including over-bank flow, Journal of Civil Engineering, 37, 62

XN Tang, 1999, Variable parameter Muskingum-Cunge method for flood routing in a compound channel, Journal of Hydraulic Research, 37, 591, 10.1080/00221689909498519

WRC Myers, 1978, Momentum transfer in a compound channel, Journal of Hydraulic Research, 16, 139, 10.1080/00221687809499626

PR Wormleaton, 1982, Discharge assessment in compound channel flow, Journal of the Hydraulics Division, 113, 975, 10.1061/JYCEAJ.0005904

DW Knight, 1983, Flood plain and main channel flow interaction, Journal of Hydraulic Engineering, 109, 1073, 10.1061/(ASCE)0733-9429(1983)109:8(1073)

W Wang, 1998, Discharge distribution in straight compound channels, Journal of Hyrodynamics, Ser. B, 10, 31

P Ackers, 1993, Flow formulae for straight two-stage channels, Journal of Hydraulic Research, 31, 509, 10.1080/00221689309498874

P Ackers, 1992, Hydraulic design of two stage channels, Proceedings of the Institution of Civil Engineers, Water Maritime and Energy, 96, 247

P Ackers, 1993, Stage-discharge functions for two-stage channels: the impact of new research, journal of the Institution of Water and Environmental Management, 7, 52, 10.1111/j.1747-6593.1993.tb00810.x

P Prinos, 1984, Comparison of methods for predicting discharge in compound open channels, Advances in Water Resources, 7, 180, 10.1016/0309-1708(84)90016-2

WX Huai, 2010, The mechanism of energy loss and transition in a flow with submerged vegetation, Advances in Water Resources, 33, 635, 10.1016/j.advwatres.2010.03.006

BS Huang, 2002, Hydraulics of compound channel with vegetated floodplains, Journal of Hydrodynamics, Ser. B, 14, 23

HS Liao, 2007, Analytic stage–discharge formulae for flow in straight trapezoidal open channels, Advances in Water Resources, 31, 2283, 10.1016/j.advwatres.2007.05.002

XN Tang, 2008, A general model of lateral depth-averaged velocity distributions for open channel flows, Advances in Water Resources, 31, 846, 10.1016/j.advwatres.2008.02.002

X Sun, 2009, Flow resistance of one-line emergent vegetation along the floodplain edge of a compound open channel, Advances in Water Resources, 32, 430, 10.1016/j.advwatres.2008.12.004

WX Huai, 2014, Analytical model of the mean velocity distribution in an open channel with double-layered rigid vegetation, Advances in Water Resources, 69, 106, 10.1016/j.advwatres.2014.04.001

WX Huai, 2011, Analytical solutions for transverse distributions of stream-wise velocity in turbulent flow in rectangular channel with partial vegetation, Applied Mathematics and Mechanics-English Edition, 32, 459, 10.1007/s10483-011-1430-6

WX Huai, 2009, Velocity distribution of flow with submerged flexible vegetations based on mixing-length approach, Applied Mathematics and Mechanics-English Edition, 30, 343, 10.1007/s10483-009-0308-1

WX Huai, 2012, Velocity distribution for open channel flows with suspended vegetation, Advances in Water Resources, 49, 56, 10.1016/j.advwatres.2012.07.001

WX Huai, 2013, Two-layer model for open channel flow with submerged flexible vegetation, Journal of Hydraulic Research, 51, 708, 10.1080/00221686.2013.818585

SU Choi, 2004, Reynolds stress modeling of vegetated open channel flows, Journal of Hydraulic Research, 42, 3, 10.1080/00221686.2004.9641178

T Fisher-Antze, 2001, 3D numerical modelling of open channel flow with submerged vegetation, Journal of Hydraulic Research, 39, 303, 10.1080/00221680109499833

WX Huai, 2009, Two-dimensional analytical solution for compound channel flows with vegetated floodplains, Applied Mathematics and Mechanics-English Edition, 30, 1121, 10.1007/s10483-009-0906-z

WX Huai, 2008, Two dimensional analytical solution for a partially vegetated compound channel flow, Applied Mathematics and Mechanics-English Edition, 29, 1077, 10.1007/s10483-008-0811-y

XN Tang, 2009, Lateral distributions of streamwise velocity in compound channels with partially vegetated floodplains, Science in China Series E-Technological Sciences, 52, 3357, 10.1007/s11431-009-0342-7

XN Tang, 2011, Analytical model for streamwise velocity in vegetated channels, Journal of Engineering and Computational Mechanics, Proceedings of the Instn. of Civil Engineers, 164, 1

C Liu, 2013, Modeling depth-averaged velocity and bed shear stress in compound channels with emergent and submerged vegetation, Advances in Water Resources, 60, 148, 10.1016/j.advwatres.2013.08.002

H Schlichting, 1960

KJ Yang, 2007, Flow patterns in compound channels with vegetated floodplains, Journal of Hydraulic Engineering, 133, 148, 10.1061/(ASCE)0733-9429(2007)133:2(148)

Sun X. Flow characteristics in compound channels with and without vegetation. Ph.D thesis, Loughborough University, UK, 2006.

M Righetti, 2002, Flow resistance in open channel flows with sparsely distributed bushes, Journal of Hydrology, 269, 55, 10.1016/S0022-1694(02)00194-4

FS Wu, 2007, Turbulent characteristics of flow on floodplains and wetlands with flexible vegetations, Journal of Hydraulic Engineering, 38, 1301

PQ Liu, 1995, Hydraulic computation of steady-uniform flows in open channels with compound cross section, Hournal of Yangtze River Scientific Research Institute, 12, 61

Y Tanino, 2008, Laboratory investigation of mean drag in a random array of rigid, emergent cylinders, Journal of Hydraulic Engineering, 134, 34, 10.1061/(ASCE)0733-9429(2008)134:1(34)

H Wang, 2007, Computation of momentum transfer coefficient and conveyance capacity in compound channels, Journal of Hydrodynamics, Ser. B, 19, 225, 10.1016/S1001-6058(07)60052-3

NN Pavlovskij, 1931, On a design formula for uniform movement in channels with nonhomogeneous walls, Transactions of All-Union Scientific Research Institution of Hydraulic Engineering, 3, 157

HA Einstein, 1950, Fluid resistance of composite roughness, Transactions of American geophysical union, 31, 603, 10.1029/TR031i004p00603

M Krithnamurthy, 1972, Equivalent roughness for shallow channels, Journal of the Hydraulics Division, ASCE, 98, 2257, 10.1061/JYCEAJ.0003542

GK Lotter, 1933, Considerations on hydraulic design of channel with different roughness of walls, Transactions of All-Union Scientific Research Institution of Hydraulic Engineering, 9, 238

KJ Yang, 2005, Comparison of methods for calculating flow capacity of channels with compound cross section, Journal of Hydraulic Engineering, 36, 563