Incipient Jump Conditions for Flows over a Vertical Sill
This article has a reply.
VIEW THE REPLYPublication: Journal of Hydraulic Engineering
Volume 122, Issue 8
Abstract
The incipient jump condition is defined as the critical condition for the formation of a surface roller immediately upstream of a sill. The incipient jump conditions can be classified in two categories. In one case, the incipient jump occurs by increasing the sill height from the state of the splashing flow. In the other case, raising the tailwater level from the splashing flow condition yields the incipient jump. The mechanisms for both cases of the incipient jump conditions are explained. Also, the effect of the channel width on the incipient jump condition is discussed. The application of the momentum equation yields a prediction for each incipient jump condition. For wide channels, in which two-dimensional breaking occurs, the agreement between the predicted and experimental results is satisfactory. The formation of a forced jump is required for the design of a stilling basin.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Hager, W. H., and Li, D.(1992). “Sill-controlled energy dissipator.”J. Hydr. Res., 30(2), 165–181.
2.
Hager, W. H., Basler, B., and Wanoschek, R.(1986). “Incipient jump condition for ventilated sill flow.”J. Hydr. Engrg., ASCE, 112(10), 953–963.
3.
Karki, K. S., Chander, S., and Malhotra, R. C.(1972). “Supercritical flow over sills at incipient jump conditions.”J. Hydr. Div., ASCE, 98(10), 1753–1764.
4.
Narayanan, R., and Schizas, L. S.(1980). “Force on sill of forced jump.”J. Hydr. Div., ASCE, 106(7), 1159–1172.
5.
Ohtsu, I. (1981). “Forced hydraulic jump by a vertical sill.”Trans., Japan Soc. of Civ. Engrs., Tokyo, Japan, Vol. 13, 165–168.
6.
Ohtsu, I., Yasuda, Y., and Yamanaka, Y.(1991). “Drag on vertical sill of forced jump.”J. Hydr. Res., 29(1), 29–47.
7.
Ohtsu, I., Yasuda, Y., and Hashiba, H. (1993). “Drag on vertical sill of forced hydraulic jump.”Proc., 25th IAHR Congr., Vol. I, 329–336.
8.
Rajaratnam, N., and Murahari, V.(1971). “A contribution to forced hydraulic jumps.”J. Hydr. Res., 9(2), 217–240.
9.
Rand, W.(1965). “Flow over a vertical sill in an open channel.”J. Hydr. Div., ASCE, 91(4), 97–121.
Information & Authors
Information
Published In
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Aug 1, 1996
Published in print: Aug 1996
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.