Labs WMT CEM

From CSDMS

Coastal Evolution

If you have never used the Web Modeling Tool, learn how to use it here. You will need an account on the CSDMS supercomputer to submit your job.
More information on getting an account can be found here Beach HPCC Access
To learn more about the models in this lab, specifically the Coastal Evolution Model, CEM, you can download this presentation.

These experiments couple the terrestrial and coastal domains. we will be looking at a river supplying sediment to a coastal zone, along which wave-driven longshore transport occurs.
We will learn about the effect of incoming wave fields, the effect of sediment supply to the coast, and whether this supply happens through a single delta channel or multiple delta channels.
Many deltas are classified as wave-dominated deltas, the Arno Delta in Italy is one example.

Arno delta

>> Open a new browser window and open the Web Modeling Tool CSDMS WMT
>> For this specific exercise we will be running the coupled CEM model. >> It is easiest to choose to 'Open a Model' and select the CEM+Waves + Avulsion example.
>> This loads CEM as the driver from the Component List, and links it to the Avulsion, Waves and River Components.

Open CEM examplev2.png

>> CEM will now be active in the WMT.
>> CEM receives sediment from an avulsing river, so that is why it is coupled to the Avulsion component.
>> For simplicity, will use a constant sediment supply and water discharge, this is provided by the component called River.

Once you have loaded the example with the components coupled together, you can set the parameters for each component by going through the different tabs in the parameter list. Once your input is set up, you save the entire configuration. Then, you can run it by hitting the arrow run button. This way you generate a job script that is submitted to Beach-the CSDMS High Performance Computing System. Provide your Beach account information (i.e. user name and password) to get the run started.
The status page allows you to keep track of a simulation. From the status page you can eventually download your output files.
You can always get to teh staus page by clicking on the More tab.

'Exercise 1: Generate a wave-dominated delta

>> Run a “base-case” simulation for 6,000 time-steps. The CEM component dictates the simulation duration, so set your run duration there, others are ignored
>> Use a constant high river bedload input of 200 kg/s. Use a modest wave height (1 m, 7 seconds). Run your scenario for a single channel with no avulsion.
>> Scroll down to find the output settings. Specify a number of output files to generate after the simulation.
>> These are netCDF files of sea water depth, surface elevation, and seawater to sediment depth ratio. They take up memory space, so make sure the output interval is set to 100 (every 100 timesteps).

CEM wavecomponenttab.png
>> Now run the simulation!
>> Download the output files. Unpack the archive and find the most interesting results under the CEM-subdirectory
>> Use the netcdf file called: "sea_water_to_sediment_depth_ratio.nc".
>> You can use Panoply to visualize your results. download Panoply here


Question 1a
Do you think the values for bedload flux and wave height are realistic? If not, why not? Can you give an example of a
river or delta system that would be experiencing this influx of bedload and a comparable wave regime?
Question 1b
Plot up your results in Panoply. Is the evolved delta planview map reminiscent of a wave-dominated delta?
Question 1c
Make a movie of the evolution of the delta system evolving over time. Export the animation as a mov file.



Exercise 2: Explore the influence of wave regime on delta formation

Now we will look at changing the wave conditions. Systematically vary the wave regime: the asymmetry of the incoming wave angle (A) and the highness factor for the incoming waves (U). A ranges from 0-1. A >0.5 indicates that the majority of wave energy is approaching from the left where a designation of 1.0 indicates all wave energy approaches from the left. A = 0.5 indicates wave energy approach is evenly distributed between the left and right. A < 0.5 indicates the majority of wave energy is approaching from the right where a designation of 0.0 indicates all wave energy approaches from the right. U controls the directional spread of the approaching waves, here split into whether waves approach from angles great than or less than the one which maximized alongshore sediment transport (~ 45 deg). High-angle waves approach with angles greater than 45 degrees and low-angle waves approach more directly onshore. U< 0.5 indicates wave energy predominately approaching from a low angle, U> 0.5 indicates a predominance of high-angle waves. For scenarios involving delta evolution, values less than 0.5 tend to be more reasonable.

>> design a matrix of 9 experiments with varying A and U values.

Question 2a
Plot up your last time step for each of your experiments and describe the different delta shapes.



Exercise 3: Explore the influence of channel avulsions on delta formation

Pick a base-case from your previous experiments (be sure to document your settings). Run a simulation where you assign a much higher likelihood of channel switching by changing the standard deviation of avulsion angles.

Question 3a
Can you describe a real-world delta system that would have a single channel and a high switching rate? 
Why does this happen? If yes, add a GoogleEarth image to your notes. Plot up your final time step and describe the
delta geometry.

Question 3b
How does delta progradation change with multiple distributary channels? Run a simulation with 3 distributary channels and
compare progradation rates to your ‘one-channel’ experiment.
Make a movie of the evolution of the delta with multiple distributaries evolving with Panoply. Export the movie as a mov for your records.


References

  • Ashton, A, A.B. Murray, and O. Arnoult. 2001. Formation of coastline features by large-scale instabilities induced by high-angle waves. Nature 414: 296-300., 10.1038/35104541
  • Ashton, A.D. and Murray, A.B., 2006. High-angle wave instability and emergent shoreline shapes: 2. Wave climate analysis and comparisons to nature. Journal of Geophysical Research 111. F04012., 10.1029/2005JF000423
  • Slott, J., Murray, A.B., Ashton, A., and Crowley, T., 2006. Coastline responses to changing storm patterns, Geophysical Research Letters, 33, L18404., 10.1029/2006GL027445
  • Valvo, L.M., Murray, A.B., and Ashton, A., 2006. How does underyling geology affect coastline change? An initial modeling investigation. Journal of Geophysical Research, 111. F02025., 10.1029/2005JF000340