Assessment of Scour Depth Downstream of Sharp Crested Weirs: An Experimental Study
Weirs are hydraulic structures built across open channels to measure the flow and raise the water level. A sharp-crested weir is one type of weir of different configurations. Local scour at the downstream of hydraulic structures is a problem that affects their safety and stability. The credibility...
Saved in:
| Main Authors: | Israa A. Mohammed Jawad, Thamer Ahmad Mohammad |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
University of Baghdad
2025-08-01
|
| Series: | Journal of Engineering |
| Subjects: | |
| Online Access: | https://joe.uobaghdad.edu.iq/index.php/main/article/view/3674 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Prediction models for scour depth around circular compound bridge piers
by: Siva Krishna Reddy, et al.
Published: (2025-09-01) -
Effects of flow splitters on local scour downstream of type-A trapezoidal piano key weir
by: Sara Kazerooni, et al.
Published: (2024-11-01) -
Prediction of the discharge coefficient of steeply crested inclined weirs using different neural network techniques
by: Adnan A. Ismael, et al.
Published: (2023-12-01) -
Development Trend of Downstream Scouring in Flood Discharge Section of Three Gorges Dam
by: GENG Jun, et al.
Published: (2025-03-01) -
Large-scale experimental study on scour around both slender and large monopiles under irregular waves
by: En-yu Gong, et al.
Published: (2025-09-01)