Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model
American Journal of Civil Engineering
Volume 5, Issue 3, May 2017, Pages: 148-154
Received: Feb. 22, 2017; Accepted: Mar. 20, 2017; Published: Apr. 7, 2017
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Authors
Bambang Sulistiono, Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
Lalu Makrup, Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
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Abstract
The length of hydraulic jump is a parameter needed to design the stilling basin dimension in the downstream of the weir or the other water structure in the river and channel. To determine the hydraulic jump length was needed function with some flow variables associated with the hydraulic jump phenomenon. One of variable to obtain the hydraulic jump was the hydraulic jump length coefficient (Cj). A study to determine the hydraulic jump length coefficient was conducted experimentally in laboratory. The data of experiment result was analyzed by regression technic. The results are the hydraulic jump length coefficient in fixed value and function with variable is a ratio of upstream and downstream depth of the the hydraulic jump.
Keywords
Flow, Depth, Coefficient, Hydraulic Jump Length
To cite this article
Bambang Sulistiono, Lalu Makrup, Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model, American Journal of Civil Engineering. Vol. 5, No. 3, 2017, pp. 148-154. doi: 10.11648/j.ajce.20170503.14
Copyright
Copyright © 2017 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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