Please wait for the process to complete.
Checking for non-preferred file/folder path names (may take a long time depending on the number of files/folders) ...
This resource contains some files/folders that have non-preferred characters in their name. Show non-conforming files/folders.
||This resource does not have an owner who is an active HydroShare user. Contact CUAHSI (firstname.lastname@example.org) for information on this resource.|
|Storage:||The size of this resource is 262.2 KB|
|Created:||Nov 17, 2017 at 9:54 p.m.|
|Last updated:|| Nov 17, 2017 at 10:04 p.m.
|Citation:||See how to cite this resource|
|Content types:||Model Instance Content|
|+1 Votes:||Be the first one to this.|
|Comments:||No comments (yet)|
This is and HEC-HMS model for direct runoff in a watershed in the Rivanna River basin created for a graduate course in Hydrology at the University of Virginia. This watershed was delineated in ArcGIS using the USGS discharge gage 01665500 as the pour point. Runoff was modeled using the SCS curve number method. CN was estimated using land use data in ArcGIS. Transform method used was the SCS unit hydrograph. The basin was subdivided into three subbasins which were routed using the Muskingum routing method. Parameters for the Mukingum method were determined using ArcGIS. The model was calibrated to a storm occurring on 29 December 2013 and verified using a second storm occurring on 25 January 2003. The Nash-Sutcliffe goodness of fit value for the verification storm was determined to be 0.825.
|MIGRATED_FROM||Model Instance Resource|
How to Cite
This resource is shared under the Creative Commons Attribution CC BY.http://creativecommons.org/licenses/by/4.0/
There are currently no comments