CSTMS UNSW2008: Difference between revisions

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==Change the advection scheme==
==Change the advection scheme==
You need to use a "positive-definate" advection scheme with sediment. The small over- and undershoots that occur with many advection algorithms will cause mass-conservation problems with sediment. (What, for example, is deposition of negative sediment concentrations? Erosion?)
Anyway, make sure you
<div class="box">#define MP_DATA</div>
and
<div class="box">#undef TS_U3HADVECTION<br>#undef TS_SVADVECTION</div>
(or remove) any other horizontal advection swithches.
It is a good idea to recompile and test again after this small change...if something goes awry, it is good not to have accumulated lots of changes.


==Turn on sediment==
==Turn on sediment==

Revision as of 14:51, 6 April 2009

Adding Sediment to the Latte Example

On Friday, 3 April, there will be a tutorial for new ROMS users interested in sediments. This tutorial continues using the LATTE example presented during the Monday tutorial.

Test the LATTE case

Make sure you can run the examples discussed in the Monday tutorial.

Input files are at http://coast-enviro.er.usgs.gov/models/Latte/in

Change the advection scheme

You need to use a "positive-definate" advection scheme with sediment. The small over- and undershoots that occur with many advection algorithms will cause mass-conservation problems with sediment. (What, for example, is deposition of negative sediment concentrations? Erosion?)

Anyway, make sure you

#define MP_DATA

and

#undef TS_U3HADVECTION
#undef TS_SVADVECTION

(or remove) any other horizontal advection swithches.

It is a good idea to recompile and test again after this small change...if something goes awry, it is good not to have accumulated lots of changes.

Turn on sediment

Changes to the .h file

Additions to the init file

A case study in troubleshooting

Why so boring?

Sediment 101: Its the waves!

Analytical waves

SWAN - A Digression

Getting SWAN set up correctly is easier if you do it separately. For many applications, one-way coupling (SWAN influences ROMS, but ROMS does not feed back to SWAN) captures the essential physics. So, before we couple ROMS and SWAN, we'll run SWAN indepedently. This effort won't be wasted because the coupling to ROMS is not seamless...you still have to specify the SWAN INPUT file, bathymetry, and some of the forcing for SWAN as separate files.

Directions in SWAN can be tricky. For our purposes, we will use these commands in the INPUT file:

SET NAUTICAL
COORDINATES SPHERICAL
CGRID CURVILINEAR 145 81 EXC 9.999000e+003 &
CIRCLE 36 0.0418 1.0 24
READGRID COORDINATES 1 './lattec_swan.grd' 4 0 0 FREE

NAUTICAL implies that directions are specified in degrees and (for wind and waves) indicate the direction from which the wind/waves are approaching, For example, a uniform southwesterly wind (blowing toward the northeast) at 5 m/s for a stationary run would be specified as

WIND 5 225

SWAN output in .mat files should be interpreted this way as well.

In the Latte example, we have good wind forcing files that work with ROMS, and we want to use the same files to force waves in SWAN. We will use the SWAN commands

INPGRID WIND CURVILINEAR 0 0 145 81 EXC 9.999000e+003 &
NONSTATIONARY 20060405.000000 1 HR 20060608.230000
READINP WIND 1 'swan_lattec_wind.dat' 4 0 FREE

We can translate the frc_latte_wrf_Uwind.nc and frc_latte_wrf_Vwind.nc files to SWAN input using create_swan_wind.m. The resulting file swan_lattec_wind.dat has sequences of u and v velocities written for each time step. The u- and v- components are aligned with the x- and y-axes of the SWAN grid. The order in which they are written is determined by the 'layout' parameter (in this case, 4), which means the

file looks like this.

u(1,1,1) u(1,1,2) ... u(1,1,nj)
u(1,2,1) u(1,2,2) ... u(1,2,nj)
...
u(1,ni,1) u(1,ni,2)... u(1,ni,nj)
v(1,1,1) v(1,1,2) ... v(1,1,nj)
v(1,2,1) v(1,2,2) ... v(1,2,nj)
...
v(1,ni,1) v(1,ni,2)... v(1,ni,nj)
u(1,1,1) u(1,1,2) ... u(1,1,nj)
u(1,2,1) u(1,2,2) ... u(1,2,nj)
...
u(1,ni,1) u(1,ni,2)... u(1,ni,nj)
v(2,1,1) v(2,1,2) ... v(2,1,nj)
v(2,2,1) v(2,2,2) ... v(2,2,nj)
...
v(2,ni,1) v(2,ni,2)... v(2,ni,nj)
...etc

where the first indice is time step (1...nt), the second is x-direction (1...ni) and the third is y-direction (1...nj).

Wave-current coupling

Realistic sediment

Stuff not covered in the LATTE example

Bedload

Morphodynamics

Wetting and drying

Cohesive and Mixed Sediment