4.2 Article

Local Scouring around Twin Bridge Piers in Open-Channel Flows

Journal

JOURNAL OF HYDRAULIC ENGINEERING
Volume 142, Issue 9, Pages -

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)HY.1943-7900.0001154

Keywords

Piers; Local scouring; Open-channel flows; Clear water; Experiment

Funding

  1. China National Funds for Distinguished Young Scientists [51125034]
  2. National Natural Science Foundation of China [51279046]
  3. National Basic Research Program of China (973 Project) [2011CB403303]
  4. Fundamental Research Funds for the Central Universities [2014B00114]
  5. Colleges and Universities in Jiangsu Province plans to graduate research and innovation [146]

Ask authors/readers for more resources

Laboratory experiments were carried out to investigate local scouring around twin cylindrical piers in open-channel flows. The experimental results of clear-water scouring around the twin piers show that the scour hole formed around the upstream pier at different pier spacing was almost the same as that around an isolated pier. However, the local scour depth around the downstream pier was less than that around the upstream pier. The local scour depth around the downstream pier with the velocity can be segregated into four regions: a no-scour region, synchronous-scouring region, transition region, and a radical-deviation region. Finally, a relationship between the deviation in the radical-deviation region and the spacing of the two piers was obtained.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.2
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available