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 contains content types with files that need to be updated to match with metadata changes. Show content type files that need updating.
| Authors: |
|
|
|---|---|---|
| Owners: |
|
This resource does not have an owner who is an active HydroShare user. Contact CUAHSI (help@cuahsi.org) to determine if accessing this resource is possible. |
| Type: | Resource | |
| Storage: | The size of this resource is 6.4 GB | |
| Created: | Mar 06, 2024 at 5:45 p.m. (UTC) | |
| Last updated: | Oct 19, 2025 at 9:16 p.m. (UTC) | |
| Citation: | See how to cite this resource | |
| Content types: | File Set Content Single File Content |
| Sharing Status: | Discoverable (Accessible via direct link sharing) |
|---|---|
| Views: | 36 |
| Downloads: | 1 |
| +1 Votes: | Be the first one to this. |
| Comments: | No comments (yet) |
Abstract
River flow characteristics are constantly changing in nature, and any structures built within river systems are subjected to a wide range of flow conditions. Alluvial riverbeds, in particular, experience both aggradation and degradation over time. Therefore, it is essential to investigate riverbed scour under variable flow conditions rather than assuming a constant, steady discharge.
This study examines the scouring behavior of an alluvial bed under varying discharges downstream of a Type-A Piano Key Weir. The following figures, videos, and tables present experimental results that support and illustrate the findings of this study.
Subject Keywords
Coverage
Spatial
Temporal
| Start Date: | |
|---|---|
| End Date: |
Content
Readme.txt
Unsteady Flow Experiment for Type A PKW Raw Data: The resource contains raw experimental data in pdf form for all the tests conducted at the Utah Water Research Laboratory. Analyzed Data: The processed temporal scour evolution data is presented in the "Experimental data_analysis" folder. Python code for analyzing the theoritical temporal scour evolution is also attached here. Scour evolution Videos: Due to limitaion of size, only one case study is attached here showing the scour evolution for an unsteady flow with 6 steps and a peak discharge of 600 lps. To reduce the size of video the speed of video is increased.
Additional Metadata
| Name | Value |
|---|---|
| Experimental Raw Data | This folder contains unprocessed experimental data in a pdf format. |
| ScourVideo_600lps_6N_1T | This folder contains video showing temporal scour evolution recorded for unsteady flow with Qpeak of 600 lps with 6 steps in the rising limb. |
| Experimental Data Abalysis | This folder contains processed data and python code for temporal scour evolution evaluation. |
Related Resources
| This resource is described by | Panthi, M. (2025, April). A Laboratory Study of Local Scour and Driftwood Effects on a Type A Piano Key Weir. Utah State University, Logan, UT, USA. |
| The content of this resource references | Lantz, W. D., Crookston, B. M., & Palermo, M. (2022). Evolution of local scour downstream of Type A PK weir in non-cohesive sediments. Journal of Hydrology and Hydromechanics, 70(1), 103-113. |
Credits
Funding Agencies
This resource was created using funding from the following sources:
| Agency Name | Award Title | Award Number |
|---|---|---|
| Utah State University |
Contributors
People or Organizations that contributed technically, materially, financially, or provided general support for the creation of the resource's content but are not considered authors.
| Name | Organization | Address | Phone | Author Identifiers |
|---|---|---|---|---|
| Brian Crookston | Utah State University | ORCID | ||
| Michele Palermo | Università di Pisa | UNIPI · Department of Energy, Process and System Engineering | ORCID |
How to Cite
This resource is shared under the Creative Commons Attribution CC BY.
http://creativecommons.org/licenses/by/4.0/
Comments
There are currently no comments
New Comment