Determination of Sequent Depth Ratio of a B-Jump on the Smooth Bed

B-jump is defined as the jump having the toe section located on a positively sloping upstream channel and the roller end on a downstream horizontal channel.predicting the occurrence of such jump and determination of the sequent depth can help the engineer to better design the stilling basin’s wall....

Full description

Bibliographic Details
Main Authors: Manoochehr Shokrian, Mahmood Shafaeebajestan
Format: Article
Language:fas
Published: Shahid Chamran University of Ahvaz 2014-10-01
Series:علوم و مهندسی آبیاری
Subjects:
Online Access:http://jise.scu.ac.ir/article_10940_1e005c077654e9e40d8340ba1ad02d9a.pdf
id doaj-8211f4f7d1534649b0997adf3127e5da
record_format Article
spelling doaj-8211f4f7d1534649b0997adf3127e5da2020-11-25T03:10:44ZfasShahid Chamran University of Ahvazعلوم و مهندسی آبیاری2588-59522588-59602014-10-01373334210940Determination of Sequent Depth Ratio of a B-Jump on the Smooth BedManoochehr Shokrian0Mahmood Shafaeebajestan1دانشگاه شهید چمراندانشگاه شهید چمرانB-jump is defined as the jump having the toe section located on a positively sloping upstream channel and the roller end on a downstream horizontal channel.predicting the occurrence of such jump and determination of the sequent depth can help the engineer to better design the stilling basin’s wall. This is because the component of water weight within the jump can not be neglected and it is too difficult to calculate accurately. Therefore the sequent depth ratio relation can not be developed by using the momentum equation then experimental based formula should be used. In this paper first a literature reveiw is conducted then by applying the П-theorm and defining new variable of , k , which is the upstream and downstream jump water surface elevation difference, a non dimensional relation was developed, which is not dependet on slope. To verify such relation an extensive experimental tests was conducted. By using the SPSS software an experesion was developed which show the new formula can be applied for all range of chute slope. Comparison of previous relations with our relation show that the new relation can predict the sequent depth more accurate.http://jise.scu.ac.ir/article_10940_1e005c077654e9e40d8340ba1ad02d9a.pdfb- jumpenergy dissipationchute
collection DOAJ
language fas
format Article
sources DOAJ
author Manoochehr Shokrian
Mahmood Shafaeebajestan
spellingShingle Manoochehr Shokrian
Mahmood Shafaeebajestan
Determination of Sequent Depth Ratio of a B-Jump on the Smooth Bed
علوم و مهندسی آبیاری
b- jump
energy dissipation
chute
author_facet Manoochehr Shokrian
Mahmood Shafaeebajestan
author_sort Manoochehr Shokrian
title Determination of Sequent Depth Ratio of a B-Jump on the Smooth Bed
title_short Determination of Sequent Depth Ratio of a B-Jump on the Smooth Bed
title_full Determination of Sequent Depth Ratio of a B-Jump on the Smooth Bed
title_fullStr Determination of Sequent Depth Ratio of a B-Jump on the Smooth Bed
title_full_unstemmed Determination of Sequent Depth Ratio of a B-Jump on the Smooth Bed
title_sort determination of sequent depth ratio of a b-jump on the smooth bed
publisher Shahid Chamran University of Ahvaz
series علوم و مهندسی آبیاری
issn 2588-5952
2588-5960
publishDate 2014-10-01
description B-jump is defined as the jump having the toe section located on a positively sloping upstream channel and the roller end on a downstream horizontal channel.predicting the occurrence of such jump and determination of the sequent depth can help the engineer to better design the stilling basin’s wall. This is because the component of water weight within the jump can not be neglected and it is too difficult to calculate accurately. Therefore the sequent depth ratio relation can not be developed by using the momentum equation then experimental based formula should be used. In this paper first a literature reveiw is conducted then by applying the П-theorm and defining new variable of , k , which is the upstream and downstream jump water surface elevation difference, a non dimensional relation was developed, which is not dependet on slope. To verify such relation an extensive experimental tests was conducted. By using the SPSS software an experesion was developed which show the new formula can be applied for all range of chute slope. Comparison of previous relations with our relation show that the new relation can predict the sequent depth more accurate.
topic b- jump
energy dissipation
chute
url http://jise.scu.ac.ir/article_10940_1e005c077654e9e40d8340ba1ad02d9a.pdf
work_keys_str_mv AT manoochehrshokrian determinationofsequentdepthratioofabjumponthesmoothbed
AT mahmoodshafaeebajestan determinationofsequentdepthratioofabjumponthesmoothbed
_version_ 1724657748090552320