Model:RiverWFRisingBaseLevelNormal: Difference between revisions
No edit summary |
No edit summary |
||
Line 21: | Line 21: | ||
The calculation assumes a specified, constant Chezy resistance coefficient Cz and floodplain width Bf. The sediment is assumed to be uniform with size D. All sediment transport is assumed to occur in a specified fraction of time during which the river is in flood, specified by an intermittency. If grain size D < 2 mm the Engelund-Hansen (1967) formulation for total bed material transport of sand is used. If grain size D >= 2 mm the Parker (1979) bedload transport formulation for gravel is used. The flow is computed using the normal flow approximation. The reach has downchannel length L, and base level is allowed to rise at a specified rate at the downstream end. | The calculation assumes a specified, constant Chezy resistance coefficient Cz and floodplain width Bf. The sediment is assumed to be uniform with size D. All sediment transport is assumed to occur in a specified fraction of time during which the river is in flood, specified by an intermittency. If grain size D < 2 mm the Engelund-Hansen (1967) formulation for total bed material transport of sand is used. If grain size D >= 2 mm the Parker (1979) bedload transport formulation for gravel is used. The flow is computed using the normal flow approximation. The reach has downchannel length L, and base level is allowed to rise at a specified rate at the downstream end. | ||
}} | |||
{{Model keywords | |||
|Model keywords=bed variation | |||
}} | |||
{{Model keywords | |||
|Model keywords=fluvial | |||
}} | }} | ||
{{Model technical information | {{Model technical information | ||
Line 65: | Line 71: | ||
|Provide key papers on model if any=There is no PDF papers, but the related stuff could be found on the website: | |Provide key papers on model if any=There is no PDF papers, but the related stuff could be found on the website: | ||
http://vtchl.uiuc.edu/people/parkerg/morphodynamics_e-book.htm | http://vtchl.uiuc.edu/people/parkerg/morphodynamics_e-book.htm | ||
|Manual model available=No | |Manual model available=No | ||
|Model website if any=http://vtchl.uiuc.edu/people/parkerg/morphodynamics_e-book.htm | |Model website if any=http://vtchl.uiuc.edu/people/parkerg/morphodynamics_e-book.htm |
Revision as of 14:42, 3 June 2011
Contact
Name | Gary Parker |
Type of contact | Model developer |
Institute / Organization | University of Illinois at Urbana-Champaign |
Postal address 1 | 205 North Mathews Ave |
Postal address 2 | |
Town / City | Urbana |
Postal code | 61801 |
State | Illinois |
Country | USA"USA" is not in the list (Afghanistan, Albania, Algeria, Andorra, Angola, Antigua and Barbuda, Argentina, Armenia, Australia, Austria, ...) of allowed values for the "Country" property. |
Email address | parkerg@illinois.edu |
Phone | 217 244-5159 |
Fax |
RiverWFRisingBaseLevelNormal
Metadata
Summary
bed variation, fluvial, Technical specs
In/Output
Process
Testing
Other
Download statistics<pbars ytitle=Downloads Title='Monthly Downloads riverwfrisingbaselevelnormal' xlabels=true size=900x200 ymax=10 grid=true box=true cubic=true plots=open xformat=number connected=true angle=90 legend> ,Total downloads: 6 2008 - Jan,0 Feb,0 Mar,0 Apr,0 May,0 Jun,0 Jul,0 Aug,0 Sep,0 Oct,0 Nov,0 Dec,0 2009 - Jan,0 Feb,0 Mar,0 Apr,0 May,0 Jun,0 Jul,0 Aug,0 Sep,0 Oct,0 Nov,0 Dec,0 2010 - Jan,0 Feb,0 Mar,0 Apr,0 May,0 Jun,0 Jul,0 Aug,0 Sep,0 Oct,0 Nov,0 Dec,0 2011 - Jan,0 Feb,0 Mar,0 Apr,0 May,0 Jun,0 Jul,0 Aug,0 Sep,0 Oct,0 Nov,0 Dec,0 2012 - Jan,0 Feb,0 Mar,0 Apr,0 May,1 Jun,0 Jul,0 Aug,0 Sep,0 Oct,0 Nov,0 Dec,0 2013 - Jan,0 Feb,0 Mar,0 Apr,0 May,0 Jun,1 Jul,0 Aug,0 Sep,0 Oct,0 Nov,0 Dec,0 2014 - Jan,0 Feb,0 Mar,0 Apr,0 May,0 Jun,0 Jul,0 Aug,0 Sep,0 Oct,2 Nov,0 Dec,0 2015 - Jan,2 Feb,0 Mar,0 Apr,0 May,0 Jun,0 Jul,0 </pbars> IntroductionHistoryPapersIssuesHelpInput FilesOutput FilesDownload source code |