Investigation of Scour Depth Downstream of Stilling Basin for the Case of B-Jump

Scour downstream of hydraulic jump stilling basins can damage the surrounding area and can cause failure of the structure itself. Because of the study of such phenomenon has attracted the attention of researchers in the past. In the present study by constructing a model of spillways and stilling bas...

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Main Authors: Mahmoud Shafai Bajestan, Sedigheh Omidi
Format: Article
Language:fas
Published: Shahid Chamran University of Ahvaz 2016-01-01
Series:علوم و مهندسی آبیاری
Subjects:
Online Access:http://jise.scu.ac.ir/article_11800_4d234e020bf1b97e80badc768fccd2fd.pdf
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author Mahmoud Shafai Bajestan
Sedigheh Omidi
author_facet Mahmoud Shafai Bajestan
Sedigheh Omidi
author_sort Mahmoud Shafai Bajestan
collection DOAJ
description Scour downstream of hydraulic jump stilling basins can damage the surrounding area and can cause failure of the structure itself. Because of the study of such phenomenon has attracted the attention of researchers in the past. In the present study by constructing a model of spillways and stilling basin, The effect of B-jump characteristics on downstream scour was investigated. A total of 20 tests under 4 different Froude numbers and 5 different of jump position were carried out.  The results indicated that at any discharge, the scour depth and length is decreased as the B-jump started at higher level. When the B-jump started at 14% of spillway depth, the non-dimensional scour depth and scour length decrease 7% and 19% respectively. The non-dimensional height of point bar downstream of scour hole was increased by 49%.  Comparison of the results obtains in this study with other investigators finding shows good agreement for the case of B-jump scour.
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spelling doaj.art-5c988ebaa42c4e038100e3ceab51db3b2022-12-21T22:44:50ZfasShahid Chamran University of Ahvazعلوم و مهندسی آبیاری2588-59522588-59602016-01-0138412513610.22055/jise.2016.1180011800Investigation of Scour Depth Downstream of Stilling Basin for the Case of B-JumpMahmoud Shafai Bajestan0Sedigheh Omidi1استاد گروه سازه‌های آبی، دانشکده مهندسی علوم آب، دانشگاه شهید چمران اهوازدانشجوی کارشناسی ارشد سازه‌های آبی، دانشکده مهندسی علوم آب، دانشگاه شهید چمران اهوازScour downstream of hydraulic jump stilling basins can damage the surrounding area and can cause failure of the structure itself. Because of the study of such phenomenon has attracted the attention of researchers in the past. In the present study by constructing a model of spillways and stilling basin, The effect of B-jump characteristics on downstream scour was investigated. A total of 20 tests under 4 different Froude numbers and 5 different of jump position were carried out.  The results indicated that at any discharge, the scour depth and length is decreased as the B-jump started at higher level. When the B-jump started at 14% of spillway depth, the non-dimensional scour depth and scour length decrease 7% and 19% respectively. The non-dimensional height of point bar downstream of scour hole was increased by 49%.  Comparison of the results obtains in this study with other investigators finding shows good agreement for the case of B-jump scour.http://jise.scu.ac.ir/article_11800_4d234e020bf1b97e80badc768fccd2fd.pdfscourb-jumpchuts
spellingShingle Mahmoud Shafai Bajestan
Sedigheh Omidi
Investigation of Scour Depth Downstream of Stilling Basin for the Case of B-Jump
علوم و مهندسی آبیاری
scour
b-jump
chuts
title Investigation of Scour Depth Downstream of Stilling Basin for the Case of B-Jump
title_full Investigation of Scour Depth Downstream of Stilling Basin for the Case of B-Jump
title_fullStr Investigation of Scour Depth Downstream of Stilling Basin for the Case of B-Jump
title_full_unstemmed Investigation of Scour Depth Downstream of Stilling Basin for the Case of B-Jump
title_short Investigation of Scour Depth Downstream of Stilling Basin for the Case of B-Jump
title_sort investigation of scour depth downstream of stilling basin for the case of b jump
topic scour
b-jump
chuts
url http://jise.scu.ac.ir/article_11800_4d234e020bf1b97e80badc768fccd2fd.pdf
work_keys_str_mv AT mahmoudshafaibajestan investigationofscourdepthdownstreamofstillingbasinforthecaseofbjump
AT sedighehomidi investigationofscourdepthdownstreamofstillingbasinforthecaseofbjump