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Experimental Study of Reducing Scour Around Bridge Piers Using Piles
The report contains the results of placing round piling upstream from bridge piers in an effort to reduce scour. Laboratory models and a field prototype were used. In the laboratory, the conditions were varied as to the number and placement of piling, the shape of piers, and the angle and amount of flow. The depth of scour was measured under the varied flow conditions with and without the clusters of piling in place. There was a significant reduction in scour under these laboratory conditions especially when the flow was directly at the pier and the tops of the piling were submerged. The results of the field prototype studied was disappointing as there were no significant flows during the two seasons of study. Author
Experimental Study of Reducing Scour Around Bridge Piers Using Piles
The report contains the results of placing round piling upstream from bridge piers in an effort to reduce scour. Laboratory models and a field prototype were used. In the laboratory, the conditions were varied as to the number and placement of piling, the shape of piers, and the angle and amount of flow. The depth of scour was measured under the varied flow conditions with and without the clusters of piling in place. There was a significant reduction in scour under these laboratory conditions especially when the flow was directly at the pier and the tops of the piling were submerged. The results of the field prototype studied was disappointing as there were no significant flows during the two seasons of study. Author
Experimental Study of Reducing Scour Around Bridge Piers Using Piles
F. M. Chang (Autor:in) / M. Karim (Autor:in)
1972
72 pages
Report
Keine Angabe
Englisch
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