CMS-Flow:Variable D50: Difference between revisions
(Created page with 'Under construction The current release version of CMS-Flow (v3.75) is a single-size sediment transport model. In this model, the spatially variable D50 dataset is used in calcu…') |
No edit summary |
||
Line 4: | Line 4: | ||
The current release version of CMS-Flow (v3.75) is a single-size sediment transport model. In this model, the spatially variable D50 dataset is used in calculating a hiding and exposure correction to the critical bed shear stress. Future versions of CMS will include multiple-sized sediment transport in which the variable D50 will be used to estimate an initial grain size distribution and solve discrete number of sediment size classes and include bed sorting and gradation. | The current release version of CMS-Flow (v3.75) is a single-size sediment transport model. In this model, the spatially variable D50 dataset is used in calculating a hiding and exposure correction to the critical bed shear stress. Future versions of CMS will include multiple-sized sediment transport in which the variable D50 will be used to estimate an initial grain size distribution and solve discrete number of sediment size classes and include bed sorting and gradation. | ||
In many cases the bed material is dominated by a single sediment size with patches of other sediment sizes or materials (e.g. shell hash), which do not contribute significantly to morphology change at specific regions, but do modify the sediment transport through hiding and exposure. By assuming that the spatial distribution of the bed material composition is constant in time, the hiding and exposure can be included in a single-sized sediment transport model. This is done by means of a correction function for the critical shields parameter <math>\theta_{ck} = \eps_k \theta_{c50}</math> where <math>\eps_k </math> is the dimensionless hiding and exposure function, <math>\theta_{c50}</math> is the critical Shields parameter of the median sediment grain size <math>d_{50}</math> and <math>\theta_{ck}</math> is the critical Shields parameter for the transport grain size <math>d_{k}</math>. In CMS a formula similar to that of Parker et al. (1995) and others is used given by <math>\eps_k = (d_k/d_{50})^{-m}</math>, where <math>m</math> is an empirical hiding and exposure coefficient. | In many cases the bed material is dominated by a single sediment size with patches of other sediment sizes or materials (e.g. shell hash), which do not contribute significantly to morphology change at specific regions, but do modify the sediment transport through hiding and exposure. By assuming that the spatial distribution of the bed material composition is constant in time, the hiding and exposure can be included in a single-sized sediment transport model. This is done by means of a correction function for the critical shields parameter | ||
<math>\theta_{ck} = \eps_k \theta_{c50}</math> | |||
where <math> \eps_k </math> is the dimensionless hiding and exposure function, <math>\theta_{c50}</math> is the critical Shields parameter of the median sediment grain size <math>d_{50}</math> and <math>\theta_{ck}</math> is the critical Shields parameter for the transport grain size <math>d_{k}</math>. In CMS a formula similar to that of Parker et al. (1995) and others is used given by <math>\eps_k = (d_k/d_{50})^{-m}</math>, where <math>m</math> is an empirical hiding and exposure coefficient. |
Revision as of 15:42, 17 May 2010
Under construction
The current release version of CMS-Flow (v3.75) is a single-size sediment transport model. In this model, the spatially variable D50 dataset is used in calculating a hiding and exposure correction to the critical bed shear stress. Future versions of CMS will include multiple-sized sediment transport in which the variable D50 will be used to estimate an initial grain size distribution and solve discrete number of sediment size classes and include bed sorting and gradation.
In many cases the bed material is dominated by a single sediment size with patches of other sediment sizes or materials (e.g. shell hash), which do not contribute significantly to morphology change at specific regions, but do modify the sediment transport through hiding and exposure. By assuming that the spatial distribution of the bed material composition is constant in time, the hiding and exposure can be included in a single-sized sediment transport model. This is done by means of a correction function for the critical shields parameter Failed to parse (unknown function "\eps"): {\displaystyle \theta_{ck} = \eps_k \theta_{c50}}
where Failed to parse (unknown function "\eps"): {\displaystyle \eps_k } is the dimensionless hiding and exposure function, is the critical Shields parameter of the median sediment grain size and is the critical Shields parameter for the transport grain size . In CMS a formula similar to that of Parker et al. (1995) and others is used given by Failed to parse (SVG with PNG fallback (MathML can be enabled via browser plugin): Invalid response ("Math extension cannot connect to Restbase.") from server "https://en.wikipedia.org/api/rest_v1/":): {\displaystyle \eps_k = (d_k/d_{50})^{-m}} , where is an empirical hiding and exposure coefficient.