Technical Notes
Jun 2, 2015

Solutions to Rectangular Sluice Gate Flow Problems

Publication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 12

Abstract

This paper provides direct solution or iteration procedures to the following four types of submerged flow problems for rectangular sluice gates: (1) find discharge per unit width (q) for given gate opening (a), gate upstream water depth (H1), and tailwater depth (yt); (2) find H1 for given q, a, and yt; (3) find yt for given q, a, and H1; and (4) find a for given q, H1, and yt. The paper also provides procedures to distinguish flow state (free flow or submerged flow) for given values of three of the four variables (q, a, H1, and yt).

Get full access to this article

View all available purchase options and get full access to this article.

References

Belaud, G., Cassan, L., and Baume, J. P. (2009). “Calculation of contraction coefficient under sluice gates and application to discharge measurement.” J. Hydraul. Eng., 1086–1091.
Ferro, V. (2000). “Simultaneous flow over and under a gate.” J. Irrig. Drain. Eng., 190–193.
Habibzadeh, A., Vatankhah, A. R., and Rajaratnam, N. (2011). “Role of energy loss on discharge characteristics of sluice gates.” J. Hydraul. Eng., 1079–1084.
Henry, H. R. (1950). “A study of flow from a submerged sluice gate.” M.S. thesis, State Univ. of Iowa City, Iowa.
Lin, C. H., Yen, J. F., and Tsai, C. T. (2002). “Influence of sluice gate contraction coefficient on distinguishing condition.” J. Irrig. Drain. Eng., 249–252.
Rajaratnam, N. (1977). “Free flow immediately below sluice gates.” J. Hydr. Div., 103(HY4), 345–351.
Rajaratnam, N., and Subramanya, K. (1967a). “Flow equation for the sluice gate.” J. Irrig. Drain. Eng., 93(3), 167–186.
Rajaratnam, N., and Subramanya, K. (1967b). “Flow immediately below a submerged sluice gate.” J. Hydr. Div., 93(HY4), 57–77.
Rajaratnam, N., and Subramanya, K. (1969). “Practical problems of sluice-gate flow.” Water Power, 21, 112–115.
Swamee, P. K. (1992). “Sluice gate discharge equations.” J. Irrig. Drain. Eng., 56–60.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 141Issue 12December 2015

History

Received: Dec 18, 2014
Accepted: Apr 20, 2015
Published online: Jun 2, 2015
Discussion open until: Nov 2, 2015
Published in print: Dec 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Senior Water Resources Engineer, Golder Associates, Ltd. 102, 2535 3rd Ave. S.E., Calgary, AB, Canada T2A 7W5. E-mail: [email protected]
N. Rajaratnam, F.ASCE [email protected]
Emeritus Professor, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share