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Type: | Resource | |
Storage: | The size of this resource is 309.5 MB | |
Created: | Oct 11, 2021 at 4:30 p.m. | |
Last updated: | Oct 11, 2021 at 5:43 p.m. | |
Citation: | See how to cite this resource |
Sharing Status: | Public |
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Views: | 915 |
Downloads: | 118 |
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Abstract
This repository is for the computational dataset of the cobble-driven hyporheic exchange simulation using hyporheicFoam (https://www.hydroshare.org/resource/2599efbdbdc04e669959da368ee0b7c0/)
We generated an idealized synthetic channel with an array of four cobbles placed on the sediment bed in a staggered pattern. The surface and subsurface domains are 0.3 m and 1 m deep, respectively. The channel velocity is set to 0.1 m/s. The axial diameters of the cobble are 10, 8, 6 cm in streamwise, lateral, and vertical directions. For this example, the spacing (the number of diameters between cobble centers) is 2 and the protrusion ratio (the ratio of the height of the protruded part of the cobble to the total height of the cobble) is 5%. For the cobble-water interface, a no-slip condition is applied whereas a no-flow condition was imposed on the cobble-sediment interface.
Users can run surface flow simulation by executing "Allrun.surf" which starts at "0" and ends at "100" and the subsurface flow and transport simulations by executing "Allrun.subs" which starts at "101" and ends at "200100". In "postProcessing/subsurface/totalC_sub", the amount of solute residing in the sediment bed is computed and stored while running the subsurface simulation.
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Related Resources
The content of this resource can be executed by | https://www.hydroshare.org/resource/2599efbdbdc04e669959da368ee0b7c0/ |
Credits
Funding Agencies
This resource was created using funding from the following sources:
Agency Name | Award Title | Award Number |
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Purdue Research Foundation | ||
USDA | NIFA program award | 2016-33522-25629 |
Department of Energy | DE-SC0018042 |
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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