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Wave-current Interaction (WEC) in the COAWST Modeling System. Nirnimesh Kumar with John Warner, George Voulgaris, Maitane Olabarrieta. *see Kumar et al., 2012 (third paper in your booklet) : - PowerPoint PPT Presentation
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Wave-current Interaction (WEC) in the COAWST Modeling System
Nirnimesh Kumarwith John Warner, George Voulgaris, Maitane
Olabarrieta
*see Kumar et al., 2012 (third paper in your booklet) : Implementation of the vortex force formalism in the coupled ocean-atmosphere-wave-sediment transport (COAWST) modeling system for inner shelf and surf zone applications, Ocean Modelling, Volume 47, 2012, Pages 65-95, 10.1016/j.ocemod.2012.01.003.*also see Olabarrieta et al., 2012 (fourth paper for applications)
Wave-averaged Equations
S tz z
tzz
Sz
ACC HA
H u H u u H u H u u H vt y y
ux
vx
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c
St st st Sts z z z z s
z
s
VA
v u uu H f v H f v H H vs xs x
uy s
� ��������������
COR StCOR PG HVF����������������������������������������������������� ���� ������������������������������������������
' '
z
xz z
wz
BF BA RA BtSt SuSt HM VM
v uu w
s H sH H DH
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F F
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Wave-Current Interaction Description
StCOR Stokes-Coriolis Force/Hasselmann Stress
PG Pressure Gradient (Includes Bernoulli head, quasi-static pressure and vertical vortex force, Eqn. 5, 7, 9 and 13)
HVF Horizontal Vortex Force
BA+RA Breaking & Roller Acceleration (Wave dissipation and roller induced flows)
BtSt+SuSt Bottom & Surface Streaming (Can act as stress in bottom and surface layer)
Exchange of Data Field
http://woodshole.er.usgs.gov/operations/modeling/COAWST/index.html
cppdefs.h (COAWST/ROMS/Include)WEC_MELLOR+ Activates the Mellor (2011) method for WEC
WEC_VF(preferred method for 3D)
Activate WEC using the Vortex Force formalism (Uchiyama et al., 2010)
Wave-current Interaction (WEC)
WEC_MELLOR(Mellor, 2011)
WEC_VF(Uchiyama et al., 10)
+ Roller Model+ Streaming
+ Dissipation (depth)+ Roller Model + Wave mixing + Streaming
Implemented in Kumar et al., 2011
Implemented in Kumar et al., 2012
*Processes in italics are optional
Dissipation (Depth-limited wave breaking)WDISS_THORGUZA Use depth-limited wave dissipation based on Thornton
and Guza (1983). See Eqn. (31), pg-71
WDISS_CHURTHOR Activate depth-limited wave dissipation based on Church and Thornton (1993). See Eqn. (32), pg-71
WDISS_WAVEMODActivate wave-dissipation from a wave model. If using SWAN wave model, use INRHOG=1 for correct units of wave dissipation
Note: (a) Use WDISS_THORGUZA/CHURTHOR if no information about wave dissipation is
present, and you can’t run the wave model to obtain depth-limited dissipation
(b)If you do not define any of these options, and still define WEC_VF, the model expects a forcing file with information about dissipation
ROLLER MODEL (for Wave Rollers)ROLLER_SVENDSEN Activate wave roller based on Svendsen (1984). See
Warner et al. (2008), Eqn. 7 and Eqn. 10.
ROLLLER_MONO Activate wave roller for monochromatic waves from REF-DIF. See Haas and Warner, 2009.
ROLLER_RENIERS Activate wave roller based on Reniers et al. (2004). See Eqn. 34-37 (Advection-Diffusion)
Note: (a)If defining ROLLER_RENIERS, you must specify the parameter
wec_alpha (αr in Eqn. 34, varying from 0-1) in the INPUT file. Here 0 means no percentage of wave dissipation goes into creating wave rollers, while 1 means all the wave dissipation creates wave rollers.
Wave breaking induced mixing
TKE_WAVEDISSZOS_HSIG
• Activate enhance vertical viscosity mixing from waves within framework of GLS. See Eq. 44, 46 and 47.
• The parameter αw in Eq. 46 can be specified in the INPUT file as ZOS_HSIG_ALPHA (roughness from wave amplitude)
• Parameter Cew in Eqn. 47 is specified in the INPUT file as SZ_ALPHA (roughness from wave dissipation)
Note: Sensitivity tests for wave-mixing were done in Kumar et al. (2012). The enhanced mixing is sensitive to Cew
Bottom and Surface Streaming
BOTTOM_STREAMING
Bottom streaming due to waves using Uchiyama et al. (2010) methodology. See Eqn. 22-26. This method requires dissipation due to bottom friction. If not using a wave model, then uses empirical Eq. 22.
BOTTOM_STREAMING_XU_BOWEN
Bottom streaming due to waves based on methodology of Xu and Bowen, 1994. See Eq. 27.
SURFACE_STREAMINGSurface streaming using Xu and Bowen, 1994. See Eq. 28.
Note: (a) BOTTOM_STREAMING_XU_BOWEN was tested in Kumar et al. (2012). It requires
very high resolution close to bottom layer. Suggested Vtransform=2 and Vstretching=3
[0,0]
[1000,-12]
z
x
y
Hsig= 2mTp = 10sθ = 10o
Shoreface Test Case (Obliquely incident waves on a planar beach)
Wave field computed using SWAN One way coupling (only WEC) Application Name: SHOREFACE Header file: COAWST/ROMS/Include/shoreface.h Input file: COAWST/ROMS/External/ocean_shoreface.in
Header File (COAWST/ROMS/Include)
Input File (COAWST/ROMS/External)
Input File (COAWST/ROMS/External)
Requires a wave forcing fileas one way coupling only
WEC Related Output
Dissip_roller / Eqn. 37rollA / Eqn. 35Zetaw / Eqn. 7qsp / Eqn. 9bh / Eqn. 5
Forcing file for one way coupling Data/ROMS/Forcing/swan_shoreface_angle_forc.nc
Should contain the following variables
Wave Height Hwave
Wave Direction Dwave
Wave Length Lwave
Bottom Orbital Vel. Ub_Swan
Depth-limited breaking Dissip_break
Whitecapping induced breaking Dissip_wcap
Bottom friction induced dissip. Dissip_fric
Time Period Pwave_top/Pwave_bot
Code Compilation:coawst.bash
./coawst.bash –j N
Application Name
Number of Nested Grids
ROOT and Project Directory
Define Message Passage Interface (MPI), Fortran Compiler, NETCDF4
Header (*.h) &Analytical (ana_*.h)Files
Running the Shoreface Test Casenp = number of processorscoawstM = Executable created after compilationInput file = ROMS/External/ocean_shoreface.in
Serial./coawstS.exe ROMS/External/ocean_shoreface.in
Parallelmpiexec/run -np 4 ./coawstM.exe ROMS/External/ocean_shoreface.in
Results (I of III)Significant Wave Height
Sea surface elevation
Results (II of III)Depth-averaged Velocities
Cross-shore Vel. Longshore Vel.
Results (III of III)
Cross-shore
Longshore
Vertical
Eulerian Stokes
WEC related Diagnostics Terms(i.e., contribution to momentum balance)
Terms in momentum balance Definition Output Variable
Local Acc. u_accel/ ubar_accel
Horizontal Advection u_hadv/ubar_hadv
Vertical Advection
u_vadv
Coriolis Force u_cor/ubar_cor
Stokes-Coriolis u_stcor/ubar_stcorPressure Gradient
u_prsgrd/ubar_prsgrd
Vortex Force u_hjvf/ubar_hjvf
Vortex Force u_vjvf
Terms in momentum balance Definition Output Var.
(see Eqn. 21)Breaking + Roller Acceleration + Streaming
u_wbrk/ubar_wbrk u_wrol/ubar_wrolu_bstm/ubar_bstm u_sstm/ubar_sstm
BREAKING THE PRESSURE GRADIENT TERM
Pressure Gradient u_prsgrd/ubar_prsgrd
Eulerian Contribution ubar_zeta
Quasi-static response, Eqn. 7 ubar_zetw
Bernoulli-head contribution, Eqn. 5 ubar_zbeh
Surface pressure boundary, Eqn. 9 ubar_zqsp
Inlet Test Case (WEC in a tidal inlet) Wave field computed using
SWAN Two way coupling (WEC
and CEW) Application Name:
INLET_TEST Header file:
COAWST/Projects/Inlet_test/Coupled/inlet_test.h
Input file: COAWST/Projects/Inlet_test/Coupled/ocean_inlet_test.in
COAWST/Projects/Inlet_test/Coupled/swan_inlet_test.in
COAWST/Projects/Inlet_test/Coupled/coupling_inlet_test.hSOUTH
NORTH
Header File (COAWST/Projects/Inlet_test/Coupled)
Input File (COAWST/Projects/Coupled/ocean_inlet_test.in
ROMS/Functionals/ana_fsobc.h
Input File (COAWST/Projects/Coupled/swan_inlet_test.in
INRHOG should be 1 for correct units of wave dissipation
Example of TEST CommandTEST 120{}TEST 0
Input File (COAWST/Projects/Coupled/swan_inlet_test.in
Input File (COAWST/Projects/Coupled/coupling_inlet_test.in
Code Compilation:coawst.bash
./coawst.bash –j N
Running the Inlet_Test Casenp = number of processorscoawstM = Executable created after compilationInput file = Projects/Inlet_Test/Coupled/coupling_inlet_test.in
Serial./coawstS.exe Projects/Inlet_test/Coupled/coupling_inlet_test.in
Parallelmpiexec/run -np 4 ./coawstM.exe Projects/Inlet_test/Coupled/coupling_inlet_test.in
ResultsHsig
ReferencesKumar et al., 2012: Implementation of the vortex force formalism in the coupled ocean-atmosphere-wave-sediment transport (COAWST) modeling system for inner shelf and surf zone applications, Ocean Modelling, Volume 47, 2012, Pages 65-95, 10.1016/j.ocemod.2012.01.003.
Kumar et al., 2011: Implementation and modification of a three-dimensional radiation stress formulation for surf zone and rip-current applications, Coastal Engineering, Volume 58, Issue 12, December 2011, Pages 1097-1117, 10.1016/j.coastaleng.2011.06.009.
Olabarrieta, M., J. C. Warner, and N. Kumar (2011), Wave-current interaction in Willapa Bay, J. Geophys. Res., 116, C12014, doi:10.1029/2011JC007387.
Warner et al., 2008: Development of a three-dimensional, regional, coupled wave, current, and sediment-transport model, Computers & Geosciences, Volume 34, Issue 10, October 2008, Pages 1284-1306, ISSN 0098-3004, 10.1016/j.cageo.2008.02.012.
Haas and Warner, 2009: Comparing a quasi-3D to a full 3D nearshore circulation model: SHORECIRC and ROMS, Ocean Modelling, Volume 26, Issues 1–2, 2009, Pages 91-103, ISSN 1463-5003, 10.1016/j.ocemod.2008.09.003.