Experimental investigation of local scouring around the bridge piers located at a 90° convergent river bend-Reference-Cited by-同舟云学术

Experimental investigation of local scouring around the bridge piers located at a 90° convergent river bend

Published:2020-04-20 Issue:1 Volume:45 Page:
ISSN:0256-2499
Container-title:Sādhanā
language:en
Short-container-title:Sādhanā

Author:

Rasaei Mousa,Nazari Sohrab^ORCID,Eslamian Saeid

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

https://link.springer.com/content/pdf/10.1007/s12046-020-1314-7.pdf

Reference33 articles.

1. Rozovskii I L 1957 Flow of Water in Bend of Open Channels. Academy of Sciences of the Ukrainian SSR, Kiev.

2. Dehghani A and Neyshabouri A 2005 Laboratory study of substrate changes in a bend of 180° with a lateral nozzle. In: Proceedings of 5th Hydraulic Conference of Iran Shahid Bahonar University of Kerman

3. Melville B M and Raudkivi A J 1977 Flow characteristics in Local scour at bridge piers. Journal of Hydraulic Research 15: 373–380

4. Masjedi A, Bejestan M S and Kazemi H 2010 Effects of Bridge Pier Position in a 180 Degree Flume Bend on Scour Hole Depth. Journal of Applied Sciences 10: 670–675

5. Shen H W, Schneider V R and Karaki S S 1969 Local scour around bridge piers. Journal of the Hydraulic Division95: 1919–1941

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