Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model

Bambang Sulistiono; Lalu Makrup

doi:doi:10.11648/j.ajce.20170503.14

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Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model

Bambang Sulistiono, Lalu Makrup

Published in American Journal of Civil Engineering (Volume 5, Issue 3)

Received: 22 February 2017 Accepted: 20 March 2017 Published: 7 April 2017

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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 (C_j). 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.

Published in	American Journal of Civil Engineering (Volume 5, Issue 3)
DOI	10.11648/j.ajce.20170503.14
Page(s)	148-154
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Flow, Depth, Coefficient, Hydraulic Jump Length

References

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[2]	Aravin, 1935 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/courses/105106114/pdfs/Unit29/29_5.pdf.
[3]	Bakhmeteff dan Matzke, 1936 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from ptel.ac.in/courses/105106114/ pdfs/Unit29/29_5.pdf.
[4]	Chanson, H., and Montes, J. S. (1995). "Characteristics of Undular Hydraulic Jumps. Experimental Apparatus and Flow Patterns." Journal of Hydraulic Engineering, ASCE, Vol. 121, No. 2, pp. 129-144.
[5]	Chanson, H. (1996). "Hydraulic Characteristics of Undular Hydraulic Jumps. Experimental Apparatus and Flow Patterns." Journal of the Chinese Institute of Civil and Hydraulic Engineering, Vol. 8, No. 3, pp. 477-482.
[6]	Chertoussov, 1935 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/ courses/ 105106114/pdfs/ Unit29/ 29_5.pdf.
[7]	Douma, 1934 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/courses/105106114/pdfs/Unit29/ 29_5.pdf.
[8]	Ivanchenko, 1935 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/ courses/ 105106114/ pdfs/ Unit29/ 29_5.pdf.
[9]	Kinney, 1935 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/courses/105106114/pdfs/Unit29/29_5.pdf.
[10]	Ludin, 1927 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/courses/105106114/pdfs/Unit29/29_5.pdf.
[11]	Page, 1935 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/courses/105106114/pdfs/Unit29/29_5.pdf.
[12]	Posey, 1941 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/courses/105106114/pdfs/Unit29/29_5.pdf.
[13]	Riegel dan Beeba, 1917 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/ courses/ 105106114/ pdfs/Unit29/29_5.pdf.
[14]	Safranez, 1933-39 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/ courses/ 105106114/ pdfs/ Unit29/ 29_5.pdf.
[15]	Smetana, ( ) in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/courses/105106114/pdfs/Unit29/29_5.pdf.
[16]	Triatmojo B. (1993). Hidraulika II, Penerbit Beta Offset Yogyakarta.
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[18]	Woycicki, 1931 in Thandaveswara, (2017). Hydraulics Course Material, Section 29.5. Acceced January, 8, 2017 from nptel.ac.in/ courses/ 105106114/ pdfs/Unit29/ 29_5.pdf.

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APA Style

Bambang Sulistiono, Lalu Makrup. (2017). Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model. American Journal of Civil Engineering, 5(3), 148-154. https://doi.org/10.11648/j.ajce.20170503.14

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ACS Style

Bambang Sulistiono; Lalu Makrup. Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model. Am. J. Civ. Eng. 2017, 5(3), 148-154. doi: 10.11648/j.ajce.20170503.14

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AMA Style

Bambang Sulistiono, Lalu Makrup. Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model. Am J Civ Eng. 2017;5(3):148-154. doi: 10.11648/j.ajce.20170503.14

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@article{10.11648/j.ajce.20170503.14,
  author = {Bambang Sulistiono and Lalu Makrup},
  title = {Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {3},
  pages = {148-154},
  doi = {10.11648/j.ajce.20170503.14},
  url = {https://doi.org/10.11648/j.ajce.20170503.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170503.14},
  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.},
 year = {2017}
}

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TY  - JOUR
T1  - Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model
AU  - Bambang Sulistiono
AU  - Lalu Makrup
Y1  - 2017/04/07
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170503.14
DO  - 10.11648/j.ajce.20170503.14
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 148
EP  - 154
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170503.14
AB  - 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.
VL  - 5
IS  - 3
ER  -

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Author Information

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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APA Style

Bambang Sulistiono, Lalu Makrup. (2017). Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model. American Journal of Civil Engineering, 5(3), 148-154. https://doi.org/10.11648/j.ajce.20170503.14

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ACS Style

Bambang Sulistiono; Lalu Makrup. Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model. Am. J. Civ. Eng. 2017, 5(3), 148-154. doi: 10.11648/j.ajce.20170503.14

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AMA Style

Bambang Sulistiono, Lalu Makrup. Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model. Am J Civ Eng. 2017;5(3):148-154. doi: 10.11648/j.ajce.20170503.14

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@article{10.11648/j.ajce.20170503.14,
  author = {Bambang Sulistiono and Lalu Makrup},
  title = {Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {3},
  pages = {148-154},
  doi = {10.11648/j.ajce.20170503.14},
  url = {https://doi.org/10.11648/j.ajce.20170503.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170503.14},
  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.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Study of Hydraulic Jump Length Coefficient with the Leap Generation by Canal Gate Model
AU  - Bambang Sulistiono
AU  - Lalu Makrup
Y1  - 2017/04/07
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170503.14
DO  - 10.11648/j.ajce.20170503.14
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 148
EP  - 154
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170503.14
AB  - 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.
VL  - 5
IS  - 3
ER  -

Copy | Download