TECHNICAL NOTES
Jul 1, 1988

Scour Downstream of Vertical Gate

Publication: Journal of Hydraulic Engineering
Volume 114, Issue 7

Abstract

Scour downstream of a vertical gate develops slowly. Therefore, for a river in which peak flows are of short duration, the time history of scour development is of major importance. The channel scours created by the flow of water under, over, and simultaneously under and over a vertical gate are investigated with a hydraulic model. Although the scour is less, more water can be discharged when there is simultaneously flow under and over the vertical gate compared with the cases when flow is only under or over the gate. Various relationships characterizing the scour phenomenon are found on the basis of experimental results.

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References

1.
Breuser, H. N. C. (1967). “Time scale of two‐dimensional local scour.” Proc. 12th Congress, Int. Assoc. for Hydr. Res., C32‐1–C32‐8.
2.
Carstens, M. R. (1966). “Similarity laws for localized scour.” J. of Hydr. Div., ASCE, 92 (HY3), 13–36.
3.
Erkek, C., and Uyumaz, A. (1976). “The investigation of the scours originating when water passes simultaneously over and under vertical gates.” Bulletin of the Scholl of Engrg. and Architecture of Sakarya (Turkey), 1, 35–50.
4.
Farhoudi, J., and Smith, K. V. H. (1982). “Time scale for scour downstream of hydraulic jump.” J. of Hydr. Div., ASCE, 108(HY10), 1147–1162.
5.
Hartung, W. (1957). “Die gesetzmässigkeit der kolkbildung hinter überströmten wehren.” Thesis presented to the Technical University, at Braunschweig, W. Germany, in partial fulfillment of the requirements for the degree of Doctor of Philosophy (in German).
6.
Jaeger, C. (1939). “Über die ähnlichkeit bei flussbaulichen modellversuchen.” Wasserkraft imd Wasserwirtschaft, 34(23/24) (in German).
7.
Sarma, K. V. N. (1971). “Discussion of similarity laws for localized scour.” J. of Hydr. Div., ASCE, 93(HY2), 67–71.
8.
Schoklitch, A. (1932). “Kolkbildung unter überfallstrahlen.” Die Wasserwirtschaft, 341 (in German).
9.
Tusuchiya, Y., and Iwagaki, Y. “On the mechanism of the local scour from flows downstream of an outlet.” Int. Assoc. of Hydr. Res. 12th Congress.
10.
Uyumaz, A. (1976). “Batmamis akimlarda hareketli kapaklarin altindan ve üstiinden su geçmesi halinde meydana gelen oyulmalarin incelenmesi,” (the investigation of the scours originating when water passes simultaneously over and under vertical gates.), thesis presented to Istanbul Technical University at Istanbul, Turkey, in partial fulfillment of the requirements for the degree of Master of Science.
11.
Uyumaz, A. (1985). “The investigation for scour downstream of a vertical gate.” Int. Symp. on Water Resour. Mgmt. in Metropolitan Areas, Sao Paulo, Brazil, II, Nov. 11–14, 146–156.
12.
Veronese, A. (1937). “Erosion de fond en oval d'une décharge.” IAHR Meeting For Hydraulic Works, Berlin (in French).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 114Issue 7July 1988
Pages: 811 - 816

History

Published online: Jul 1, 1988
Published in print: Jul 1988

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Authors

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Ali Uyumaz
Asst. Prof., Dept. of Civ. Engrg., Istanbul Tech. Univ., Istanbul, Turkey

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