Model Coupling: Difference between revisions

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'''Introduction'''
'''Introduction'''


CMS-Flow and CMS-Wave can be run separately or coupled together using a process called steering. The variables passed from CMS-Wave to CMS-Flow are the significant wave height, peak wave period, wave direction, wave breaking dissipation, and radiation stress gradients. CMS-Wave uses the update bathymetry, water levels, and currents from CMS-Flow. The time interval (constant) at which CMS-Wave is run is called the steering interval. First, the CMS-Wave model is run for the first two time steps (time = <math> t </math> and time = <math> t + \Delta t_w </math>) and the wave information is passed to CMS-Flow. CMS-Flow then interpolates the wave variables from during the first run until it reaches <math> t + \Delta t_f + \Delta t</math>
CMS-Flow and CMS-Wave can be run separately or coupled together using a process called steering. The variables passed from CMS-Wave to CMS-Flow are the significant wave height, peak wave period, wave direction, wave breaking dissipation, and radiation stress gradients. CMS-Wave uses the update bathymetry, water levels, and currents from CMS-Flow. The time interval (constant) at which CMS-Wave is run is called the steering interval. The steering process is as follows:
:1. CMS-Wave model is run for the first two time steps (time = <math> t </math> and time = <math> t + \Delta t_w </math>) and the wave information is passed to CMS-Flow.
:2. CMS-Flow runs from time = <math> t </math> until time = <math> t + \Delta t_w + \Delta t </math> and  interpolates the wave variables from during the simulation
:3. CMS-Wave is run again for time = <math> t + 2\Delta t_w </math> and
:4. The process is repeated over until the end of the steering simulation.


'''Prediction of Water Levels and Currents'''


Because CMS-Wave requieres the water surface elevation at times that are ahead of the hydrodynamics, the water surface elevation and currents. If the steering is relatively small (~<30 min), than the values from the previous time step may be used without significant error. This may be expressed in the following form
      <math> \eta(x,y,t+\Delta t) = \eta(x,y,t) </math> 
However, in many coastal engineering projects it is desirable and common to use relatively large steering intervals of 2-3 hours and 3 hours is especially common since many wave buoy data products are at 3 hour intervals. In cases where the relative surface gradients at any time are much smaller than the mean tidal elevation, a better approximation of water level may be expressed as
      <math> \eta(x,y,t+\Delta t) = \bar{\eta}(x,y,t+t+\Delta t) + \eta(x,y,t) - \bar{\eta}(x,y,t) </math> 


      <math> \eta(x,y,t+\Delta t) = \bar{\eta}(x,y,t) </math> 


where
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! Symbol!! Description !! Units
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Revision as of 21:36, 13 May 2010

Introduction

CMS-Flow and CMS-Wave can be run separately or coupled together using a process called steering. The variables passed from CMS-Wave to CMS-Flow are the significant wave height, peak wave period, wave direction, wave breaking dissipation, and radiation stress gradients. CMS-Wave uses the update bathymetry, water levels, and currents from CMS-Flow. The time interval (constant) at which CMS-Wave is run is called the steering interval. The steering process is as follows:

1. CMS-Wave model is run for the first two time steps (time = t and time = t+Δtw) and the wave information is passed to CMS-Flow.
2. CMS-Flow runs from time = t until time = t+Δtw+Δt and interpolates the wave variables from during the simulation
3. CMS-Wave is run again for time = t+2Δtw and
4. The process is repeated over until the end of the steering simulation.

Prediction of Water Levels and Currents

Because CMS-Wave requieres the water surface elevation at times that are ahead of the hydrodynamics, the water surface elevation and currents. If the steering is relatively small (~<30 min), than the values from the previous time step may be used without significant error. This may be expressed in the following form

     η(x,y,t+Δt)=η(x,y,t)  

However, in many coastal engineering projects it is desirable and common to use relatively large steering intervals of 2-3 hours and 3 hours is especially common since many wave buoy data products are at 3 hour intervals. In cases where the relative surface gradients at any time are much smaller than the mean tidal elevation, a better approximation of water level may be expressed as

     η(x,y,t+Δt)=η¯(x,y,t+t+Δt)+η(x,y,t)η¯(x,y,t)  


Symbol Description Units
η Water surface elevation m

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