TECHNICAL NOTES
Jun 1, 1998

Spatial B-Jump at Sudden Channel Enlargements with Abrupt Drop

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 6

Abstract

An analytical and experimental study of the hydraulic jump in stilling basins with abrupt drop and sudden enlargement, called the spatial B-jump here, is carried out for finding the sequent depth ratio and resulting energy dissipation. The spatial B-jump studied has its toe downstream of the expansion section, and the stream lines at the toe are characterized by downward curvature. An expression is obtained for the sequent depth ratio based on the momentum equation with suitable assumptions for the extra pressure force term because of the abrupt drop in the bed and sudden enlargement in the basin width. Predictions compare favorably with experiments. It is shown that the spatial B-jump needs less tailwater depth, thereby enhancing the stability of the jump when compared either with spatial jump, which forms in sudden expanding channels, or with B-jump, which forms in a channel with an abrupt drop in bed. It is also shown that there is a significant increase in relative energy loss for the spatial B-jump compared to either the spatial jump or B-jump alone.

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References

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Information & Authors

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 6June 1998
Pages: 643 - 646

History

Published online: Jun 1, 1998
Published in print: Jun 1998

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Authors

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Katakam V. Seetha Ram
Grad. Student, Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore, India.
Rama Prasad
Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore, India.

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