Secondary currents formed by river meanders induce scour along the river's outer bank if the bed material is erodible. Spur dikes are constructed along the outer reach of these rivers to control the flow and prevent erosion of the outer bank. Within the bending portion of a strongly curved channel, many streamwise-oriented vortices develop. The existence of a spur dike, on the other hand, causes the formation of additional coherent structures, such as horseshoe vortices and wake vortices. The interactions between these vortices and the secondary circulation produce a highly three-dimensional complicated flow environment within the channel bend and around the spur dike. In order to analyze coherent structures and their interactions with one another, eddy resolving turbulence model, Detached Eddy Simulation was used in this study. Several spur dike configurations, namely 45°, 90°, and 135° with respect to the flow direction, were investigated to better understand the changes in the flow field and coherent structures in a 180° channel bend with flat bed. The orientation and strength of the coherent vortex forming at the center of the channel changes with the inclusion of the spur dike. There are considerable changes in the bed shear stress distribution for different spur dike orientations. Among all, the 90° spur dike appears to be the most suitable one as the area prone to large bed shear stress value is 14.2 times smaller, whereas the maximum bed shear stress is 18% smaller compared to the case without the spur dike.

1.
G.
Constantinescu
,
M.
Koken
, and
J.
Zeng
, “
The structure of turbulent flow in an open channel bend of strong curvature with deformed bed: Insight provided by detached eddy simulation
,”
Water Resour. Res.
47
,
1
17
, https://doi.org/10.1029/2010WR010114 (
2011
).
2.
K.
Blanckaert
and
H. J.
De Vriend
, “
Secondary flow in sharp open-channel bends
,”
J. Fluid Mech.
498
,
353
380
(
2004
).
3.
J.
Zeng
,
G.
Constantinescu
,
K.
Blanckaert
, and
L.
Weber
, “
Flow and bathymetry in sharp open-channel bends: Experiments and predictions
,”
Water Resour. Res.
44
,
1
22
, https://doi.org/10.1029/2007WR006303 (
2008
).
4.
K.
Blanckaert
, “
Saturation of curvature-induced secondary flow, energy losses, and turbulence in sharp open-channel bends: Laboratory experiments, analysis, and modeling
,”
J. Geophys. Res. Solid Earth
114
,
1
23
, https://doi.org/10.1029/2008JF001137 (
2009
).
5.
K.
Blanckaert
, “
Hydrodynamic processes in sharp meander bends and their morphological implications
,”
J. Geophys. Res. Earth Surf.
116
,
F01003
, https://doi.org/10.1029/2010JF001806 (
2011
).
6.
M.
Vaghefi
,
M.
Akbari
, and
A. R.
Fiouz
, “
An experimental study of mean and turbulent flow in a 180 degree sharp open channel bend: Secondary flow and bed shear stress
,”
KSCE J. Civ. Eng.
20
,
1582
1593
(
2016
).
7.
A.
Safarzadeh
,
S. A. A. S.
Neyshabouri
, and
A. R.
Zarrati
, “
Experimental investigation on 3D turbulent flow around straight and t-shaped groynes in a flat bed channel
,”
J. Hydraul. Eng.
142
,
04016021
(
2016
).
8.
D.
Nandhini
,
K.
Murali
,
S.
Harish
,
H.
Schüttrumpf
,
K.
Heins
, and
T.
Gries
, “
A state-of-the-art review of normal and extreme flow interaction with spur dikes and its failure mechanism
,”
Phys. Fluids
36
,
051301
(
2024
).
9.
J.
Yazdi
,
H.
Sarkardeh
,
H. M.
Azamathulla
, and
A. A.
Ghani
, “
3d simulation of flow around a single spur dike with free-surface flow
,”
Int. J. River Basin Manage.
8
,
55
62
(
2010
).
10.
M.
Akbari
,
M.
Vaghefi
, and
Y.
Chiew
, “
Effect of t-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend
,”
J. Hydrol. Hydromech.
69
,
98
107
(
2021
).
11.
Y.
Gao
,
H.
Yang
,
L.
Wang
, and
M.
Zhao
, “
Three-dimensional numerical investigation on flow behaviors around a diversion dike
,”
Phys. Fluids
34
,
125119
(
2022
).
12.
R. A.
Kuhnle
,
C. V.
Alonso
, and
F. D.
Shields
, Jr.
, “
Local scour associated with angled spur dikes
,”
J. Hydraul. Eng.
128
,
1087
1093
(
2002
).
13.
M.
Koken
and
G.
Constantinescu
, “
An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel: 1. Conditions corresponding to the initiation of the erosion and deposition process
,”
Water Resour. Res.
44
,
1
19
, https://doi.org/10.1029/2007WR006489 (
2008
).
14.
J. G.
Duan
,
L.
He
,
X.
Fu
, and
Q.
Wang
, “
Mean flow and turbulence around experimental spur dike
,”
Adv. Water Resour.
32
,
1717
1725
(
2009
).
15.
J.
Paik
,
C.
Escauriaza
, and
F.
Sotiropoulos
, “
On the bimodal dynamics of the turbulent horseshoe vortex system in a wing-body junction
,”
Phys. Fluids
19
,
045107
(
2007
).
16.
J.
Paik
,
C.
Escauriaza
, and
F.
Sotiropoulos
, “
Coherent structure dynamics in turbulent flows past in-stream structures: Some insights gained via numerical simulation
,”
J. Hydraul. Eng.
136
,
981
993
(
2010
).
17.
C.
Escauriaza
and
F.
Sotiropoulos
, “
Reynolds number effects on the coherent dynamics of the turbulent horseshoe vortex system
,”
Flow. Turbul. Combust.
86
,
231
262
(
2011
).
18.
M.
Koken
, “
Coherent structures around isolated spur dikes at various approach flow angles
,”
J. Hydraulic Res.
49
,
736
743
(
2011
).
19.
M.
Koken
and
M.
Gogus
, “
Effect of spur dike length on the horseshoe vortex system and the bed shear stress distribution
,”
J. Hydraul. Res.
53
,
196
206
(
2015
).
20.
M.
Fazli
,
M.
Ghodsian
, and
S. A. A. S.
Neyshabouri
, “
Scour and flow field around a spur dike in a 90 bend
,”
Int. J. Sediment Res.
23
,
56
68
(
2008
).
21.
M.
Ghodsian
and
M.
Vaghefi
, “
Experimental study on scour and flow field in a scour hole around a t-shape spur dike in a 90 bend
,”
Int. J. Sediment Res.
24
,
145
158
(
2009
).
22.
M.
Koken
and
E.
Budak
, “
Coherent structures in a sharply curved bend with and without a spur dike
,” in
E-Proceedings of the 37th IAHR World Congress,
Kuala Lumpur, Malaysia
,
2017
.
23.
S. B. M.
Khajeh
and
M.
Vaghefi
, “
Investigation of abutment effect on scouring around inclined pier at a bend
,”
J. Appl. Water Eng. Res.
8
,
125
138
(
2020
).
24.
S.
Jiang
,
Y.
Hua
,
M.
He
,
Y. T.
Lin
, and
B.
Sheng
, “
Effect of a circular cylinder on hydrodynamic characteristics over a strongly curved channel
,”
Sustainability
15
,
4890
(
2023
).
25.
D.
Li
,
X.
Shen
,
H.
Cai
,
L.
Cao
,
X.
Li
,
W.
Gao
, and
S.
Li
, “
The influence mechanism of the submerged dikes on the three-dimensional hydrodynamic characteristics at the 90° confluence
,”
Phys. Fluids
36
,
085167
(
2024
).
26.
R. P.
Tripathi
and
K. K.
Pandey
, “
Scour around spur dike in curved channel: A review
,”
Acta Geophys.
70
,
2469
2485
(
2022
).
27.
M.
Breuer
,
N.
Jovičić
, and
K.
Mazaev
, “
Comparison of des, rans and les for the separated flow around a flat plate at high incidence
,”
Int. J. Numer. Methods Fluids
41
,
357
388
(
2003
).
28.
M.
Koken
,
G.
Constantinescu
, and
K.
Blanckaert
, “
Hydrodynamic processes, sediment erosion mechanisms, and Reynolds-number-induced scale effects in an open channel bend of strong curvature with flat bathymetry
,”
J. Geophys. Res. Earth Surf.
118
,
2308
2317
, https://doi.org/10.1002/2013JF002760 (
2013
).
29.
P. R.
Spalart
, “
Young-person's guide to detached-eddy simulation grids
,”
NASA Contractor Report NASA/CR-2001–211032
,
NASA Langley Research Center
,
2001
.
30.
A.
Gholami
,
A. A.
Akhtari
,
Y.
Minatour
,
H.
Bonakdari
, and
A. A.
Javadi
, “
Experimental and numerical study on velocity fields and water surface profile in a strongly-curved 90 open channel bend
,”
Eng. Appl. Comput. Fluid Mech.
8
,
447
461
(
2014
).
31.
O.
Herrera-Granados
, “
Numerical analysis of flow behavior in a rectangular channel with submerged weirs
,”
Water
13
,
1396
(
2021
).
32.
S.
Shuai
,
Y.
Zhang
,
H.
Yang
, and
S.
Wang
, “
Numerical simulation and optimization study on the flow field characteristics of a double-slot spillway
,”
Water
17
,
441
(
2025
).
33.
I. B.
Celik
,
U.
Ghia
,
P. J.
Roache
,
C. J.
Freitas
,
H.
Coleman
, and
P. E.
Raad
, “
Procedure for estimation and reporting of uncertainty due to discretization in CFD applications
,”
J. Fluids Eng. Trans. ASME
130
,
0780011
0780014
(
2008
).
34.
M.
Koken
and
G.
Constantinescu
, “
An investigation of the dynamics of coherent structures in a turbulent channel flow with a vertical sidewall obstruction
,”
Phys. Fluids
21
,
085104
(
2009
).
You do not currently have access to this content.