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Protrusions on Stepped Spillways to Improve Energy Dissipation

Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2006.

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Bibliographic Details
Main Author: Wright, Henry-John
Other Authors: Basson, G. R.
Format: Thesis
Language:English
Published: Stellenbosch : University of Stellenbosch 2008
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access_status_str Open Access
author Wright, Henry-John
author2 Basson, G. R.
author_browse Basson, G. R.
Wright, Henry-John
author_facet Basson, G. R.
Wright, Henry-John
author_sort Wright, Henry-John
collection Thesis
dc_rights_str_mv University of Stellenbosch
description Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2006.
format Thesis
id oai:scholar.sun.ac.za:10019.1/2408
institution Stellenbosch University (South Africa)
language English
last_indexed 2026-06-10T12:41:26.849Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from SUNScholar — Stellenbosch University Repository
publishDate 2008
publishDateRange 2008
publishDateSort 2008
publisher Stellenbosch : University of Stellenbosch
publisherStr Stellenbosch : University of Stellenbosch
record_format dspace
source_str SUNScholar — Stellenbosch University Repository
spelling oai:scholar.sun.ac.za:10019.1/2408 Protrusions on Stepped Spillways to Improve Energy Dissipation Wright, Henry-John Basson, G. R. University of Stellenbosch. Faculty of Engineering. Dept. of Civil Engineering. Spillway Hydraulic roughness Stepped spillway Protrusions Theses -- Civil engineering Dissertations -- Civil engineering Spillways -- Design and construction Civil engineering Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2006. Stepped spillways constructed of roller compacted concrete (RCC) is a hydraulic and cost effective measure to dissipate energy of large water flows over the spillway of a dam. Stepped spillways, like other spillway types, have its limitations and a measure to improve the energy dissipation effectiveness is proposed. Two hydraulic models were constructed at the hydraulics laboratory of the Department of Water Affairs and Forestry (DWAF) in Pretoria, South Africa. The scales of the models were 1:20 and 1:30. The study proposes the use of triangular protrusions applied over the spillway surface. The protrusions have the same height as the steps, with the width of the protrusions varying. The triangular protrusions deflect the water sideways resulting in higher energy losses. The results indicate that the protrusions reduce scouring at the toe of the dam, thus increasing the roughness of the steps. It also indicate that aeration occur earlier than with normal stepped spillways. An optimal spacing, lateral and across the steps, are proposed. The construction of the protrusions is also discussed, as well as the cost implications. It is concluded that the protrusions are effective at a unit discharge up to 35 m3/s.m. This value is however dependent on the configuration of the apron downstream of the toe of the dam. It is proposed that protrusions be added on the downstream face of the dam on every second step, with one protrusion and then no protrusion alternating in the flow path. It is recommended that the protrusions be cast in situ. 2008-08-11T09:42:38Z 2010-06-01T08:48:06Z 2008-08-11T09:42:38Z 2010-06-01T08:48:06Z 2006-12 Thesis http://hdl.handle.net/10019.1/2408 en University of Stellenbosch application/pdf Stellenbosch : University of Stellenbosch
spellingShingle Spillway
Hydraulic roughness
Stepped spillway
Protrusions
Theses -- Civil engineering
Dissertations -- Civil engineering
Spillways -- Design and construction
Civil engineering
Wright, Henry-John
Protrusions on Stepped Spillways to Improve Energy Dissipation
title Protrusions on Stepped Spillways to Improve Energy Dissipation
title_full Protrusions on Stepped Spillways to Improve Energy Dissipation
title_fullStr Protrusions on Stepped Spillways to Improve Energy Dissipation
title_full_unstemmed Protrusions on Stepped Spillways to Improve Energy Dissipation
title_short Protrusions on Stepped Spillways to Improve Energy Dissipation
title_sort protrusions on stepped spillways to improve energy dissipation
topic Spillway
Hydraulic roughness
Stepped spillway
Protrusions
Theses -- Civil engineering
Dissertations -- Civil engineering
Spillways -- Design and construction
Civil engineering
url http://hdl.handle.net/10019.1/2408
work_keys_str_mv AT wrighthenryjohn protrusionsonsteppedspillwaystoimproveenergydissipation