STUDY OF TIME-DEPENDENT LOCAL SCOUR AROUND BRIDGE PIERS - CLOSURE

Date

1992-11-01

Author

Yanmaz, Ali Melih

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URI

https://hdl.handle.net/11511/54278

Journal

JOURNAL OF HYDRAULIC ENGINEERING-ASCE

Collections

Department of Civil Engineering, Article

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Study of time-depenbent local scour around bridge piers Yanmaz, Ali Melih (1991-01-01) Estimation of maximum possible scour depth around bridge piers is an important step in the design of bridge pier foundations. Under known hydrological characteristics such as peak discharge and time-to-peak value of design flood hydrograph, smaller scour depths can be obtained compared to the equilbrium scour depths corresponding to clear water conditions. To examine such a phenomenon, time variation of local scour depths around bridge piers has to be determined. To this end, sets of experiments are perform...
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Citation Formats

A. M. Yanmaz, “STUDY OF TIME-DEPENDENT LOCAL SCOUR AROUND BRIDGE PIERS - CLOSURE,” JOURNAL OF HYDRAULIC ENGINEERING-ASCE, pp. 1595–1597, 1992, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/54278.