Hydraulic jump in circular pipes


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Date

1999-06

Publication Type

Journal Article

ETH Bibliography

yes

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Abstract

Hydraulic jumps in conduits containing free surface flow have received practically no attention. This project was conducted to investigate experimentally the main features of such jumps and to obtain limits for conduit choking. The sequent depth ratio is determined in terms of the approach Froude number based on the conventional momentum approach. The lengths of the surface recirculation and aeration zones are also considered. Two different appearances of jumps are discussed and it is demonstrated that jumps with a small approach depth differ from those with a depth larger than about 30% of the conduit diameter. A choking condition is proposed for which conduits are subjected to full pipe downstream flow. Photographs are used to describe the main flow pattern. The results of this study are readily applicable for design.Key words: aeration, conduit choking, hydraulic jump, pipe flow, sequent depths.

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Publication status

published

Editor

Book title

Volume

26 (3)

Pages / Article No.

368 - 373

Publisher

National Research Council of Canada

Event

Edition / version

Methods

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Date collected

Date created

Subject

Aeration; Conduit choking; Hydraulic jump; Pipe flow; Sequent depths

Organisational unit

03820 - Boes, Robert / Boes, Robert check_circle

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