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| Type: | Resource | |
| Storage: | The size of this resource is 14.4 MB | |
| Created: | Jan 19, 2017 at 4:33 a.m. (UTC) | |
| Last updated: | May 14, 2017 at 3:36 a.m. (UTC) | |
| Citation: | See how to cite this resource | |
| Content types: | Model Program Content |
| Sharing Status: | Public |
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| Views: | 3430 |
| Downloads: | 52 |
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Abstract
This process component is part of a spatially-distributed hydrologic model called TopoFlow, but it can now be used as a stand-alone model. It uses the "diffusive wave" method to compute flow velocities for all of the channels in a D8-based river network. This method includes a pressure gradient term that is induced by a water-depth gradient in the downstream direction. This means that instead of using bed slope in Manning's equation or the law of the wall, the water-surface slope is used.
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| MIGRATED_FROM | Model Program Resource |
How to Cite
This resource is shared under the Creative Commons Attribution CC BY.
http://creativecommons.org/licenses/by/4.0/
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