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STUDY OF TIME-DEPENDENT LOCAL SCOUR AROUND BRIDGE PIERS - CLOSURE
Date
1992-11-01
Author
Yanmaz, Ali Melih
Metadata
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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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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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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.