Volume 19, Issue 74 (Winter 2016)                   jwss 2016, 19(74): 53-62 | Back to browse issues page


XML Persian Abstract Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Masjedi A, Sobhani M. Effect of Bridge Abutment Geometrical Shape on Riprap Stability in River Bend. jwss 2016; 19 (74) :53-62
URL: http://jstnar.iut.ac.ir/article-1-3185-en.html
1. Dept. of Agric., Collage of Water Eng., Islamic Azad Univ, Ahvaz Branch, Ahvaz, Iran. , drmasjedi.2007@yahoo.com
Abstract:   (11085 Views)

Riprap is used to control scouring around the bridge abutment. In order to study the stability of riprap around two bridge abutments with two different shapes, experiments were conducted in a laboratory flume made of Plexiglass in 180 degree bend.  In this research, several experiments were done by placing the two bridge abutments made of Plexiglas in a series of riprap. Experiments included two different types of riprap with different densities, four different diameters and constant rate of discharge under pure water condition. In each experiment, flow depth was measured in terms of moving threshold, then stability was calculated by using the data obtained. The results showed that in the same conditions chamfered wing-wall is greater than vertical-wall. So, chamfered wing-wall is, on average, 9 percent more stable than the vertical wall. 

Full-Text [PDF 15 kb]   (3320 Downloads)    
Type of Study: Research | Subject: Ggeneral
Received: 2016/01/12 | Accepted: 2016/01/12 | Published: 2016/01/12

Add your comments about this article : Your username or Email:
CAPTCHA

Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

© 2024 CC BY-NC 4.0 | JWSS - Isfahan University of Technology

Designed & Developed by : Yektaweb