Skip to main content
SpringerLink
Log in

New Approach for Increasing Discharge of Sluice Gate by a Deep Sluice

  • Conference paper
  • First Online:
Advanced Technologies, Systems, and Applications VII (IAT 2022)

Part of the book series: Lecture Notes in Networks and Systems ((LNNS,volume 539))

  • 450 Accesses

Abstract

Sluice gate is an important hydraulic structural element that is widely used for adjusting the flow in hydraulic structures. The working principle of these gates is based on the energy conservation of the upstream and downstream flow. The discharge that can pass through these structures theoretically depends on the gate opening, gravity, and upstream water head. In practice, the theoretical flow is multiplied by a flow coefficient for energy losses due to flow contraction after the gate. Apart from these parameters, it does not seem possible to increase the flow rate theoretically. However, in this study, an innovative design is proposed to increase the discharge by utilizing a deep duct and deflector (or ramp) the hydrostatic pressure difference between the upstream and downstream of the base. Therefore, this study aimed to pass more discharge through the deep duct by creating an additional pressure difference between upstream and downstream. These approaches were tested using Computational Fluid Dynamics (CFD) models.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Log in via an institution
Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

References

  1. Salmasi, F., Abraham, J.: Expert system for determining discharge coefficients for inclined slide gates using genetic programming. J. Irrig. Drain. Eng. 146(12), 06020013 (2020)

    Article  Google Scholar 

  2. Aydin, M.C., Ulu, A.E.: Numerical modelling of sluice gates with different sill types under submerged flow conditions. Bitlis Eren Univ. J. Sci. Technol. 7(1), 1–6 (2017)

    Article  Google Scholar 

  3. Akoz, M.S., Kirkgoz, M.S., Oner, A.A.: Experimental and numerical modeling of a sluice gate flow. J. Hydraul. Res. 47(2), 167–176 (2009)

    Article  Google Scholar 

  4. Sunik, S., Dermawan, V., Soetopo, W.: Influence of baffle block and sill for determination characteristic of contraction coefficient (cc) and discharge coefficient (cd) for flow under sluice gate. Water Energy Int. 62(10), 57–60 (2020)

    Google Scholar 

  5. Roth, A., Hager, W.H.: Underflow of standard sluice gate. Exp. Fluids 27(4), 339–350 (1999)

    Article  Google Scholar 

  6. Dermawan, V., Soetopo, W., Limantara, L.M.: Modeling of sequent depth ratio for hydraulic jump under sluice gate using baffle block and sill. Geomate J. 16(53), 47–52 (2019)

    Google Scholar 

  7. Hamid, M.Y., Mohammed, A.Y.: Hydraulic jump efficiency on sluice gate with different operating systems and dissipaters (2021)

    Google Scholar 

  8. Swamee, P.K.: Sluice-gate discharge equations. J. Irrig. Drain. Eng. 118(1), 56–60 (1992)

    Article  Google Scholar 

  9. Henry, H.R.: Discussion of “Diffusion of submerged jets”. Translated by Albertson, M.L., Dai, Y.B., Jensen, R.A., Rouse, H. pp. 687–694, ASCE, New York (1950)

    Google Scholar 

  10. Abdelmonem, Y.K., Shabayek, S., Khairy, A.O.: Energy dissipation downstream sluice gate using a pendulum sill. Alex. Eng. J. 57(4), 3977–3983 (2018)

    Article  Google Scholar 

  11. Gumus, V., Simsek, O., Soydan, N.G., Akoz, M.S., Kirkgoz, M.S.: Numerical modeling of submerged hydraulic jump from a sluice gate. J. Irrig. Drain. Eng. 142(1), 04015037 (2016)

    Article  Google Scholar 

  12. Dasineh, M., Ghaderi, A., Bagherzadeh, M., Ahmadi, M., Kuriqi, A.: Prediction of hydraulic jumps on a triangular bed roughness using numerical modeling and soft computing methods. Mathematics 9, 3135 (2021). https://doi.org/10.3390/math9233135

    Article  Google Scholar 

  13. Kim, D.G.: Numerical analysis of free flow past a sluice gate. KSCE J. Civ. Eng. 11(2), 127–132 (2007)

    Article  Google Scholar 

  14. Battiston, C.C., Bombardelli, F.A., Schettini, E.B.C., Marques, M.G.: Mean flow and turbulence statistics through a sluice gate in a navigation lock system: a numerical study. Eur. J. Mech.-B/Fluids 84, 155–163 (2020)

    Article  MathSciNet  Google Scholar 

  15. Rajaratnam, N.: Free-flow immediately below sluice gates. J. Hydraul. Div. 103(4), 345–351 (1977)

    Article  Google Scholar 

  16. Flow-3D: User Manual. Theory Guide (2016)

    Google Scholar 

  17. Erkek, C., Ağıralioğlu, N.: Su Kaynakları Mühendisliği. Beta Basım A.Ş. 2968, 160 (2013)

    Google Scholar 

Download references

Author information

Authors and Affiliations

  1. Bitlis Eren University, 13100, Bitlis, Turkey

    M. Cihan Aydın, Ali Emre Ulu & Ercan Işık

  2. Dicle University Institute of Science, 21000, Diyarbakır, Turkey

    Ali Emre Ulu

Authors
  1. M. Cihan Aydın
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Ali Emre Ulu
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. Ercan Işık
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Ali Emre Ulu .

Editor information

Editors and Affiliations

  1. University of Sarajevo-Faculty of Civil Engineering, Sarajevo, Bosnia and Herzegovina

    Naida Ademović

  2. Faculty of Technical Engineering, University of Bihać, Bihać, Bosnia and Herzegovina

    Edin Mujčić

  3. University of Sarajevo-Faculty of Civil Engineering, Sarajevo, Bosnia and Herzegovina

    Medžida Mulić

  4. Faculty of Engineering and Natural Sciences, International Burch University, Sarajevo, Bosnia and Herzegovina

    Jasmin Kevrić

  5. University of Utah, Salt Lake City, UT, USA

    Zlatan Akšamija

Rights and permissions

Reprints and permissions

Copyright information

© 2023 The Author(s), under exclusive license to Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Aydın, M.C., Ulu, A.E., Işık, E. (2023). New Approach for Increasing Discharge of Sluice Gate by a Deep Sluice. In: Ademović, N., Mujčić, E., Mulić, M., Kevrić, J., Akšamija, Z. (eds) Advanced Technologies, Systems, and Applications VII. IAT 2022. Lecture Notes in Networks and Systems, vol 539. Springer, Cham. https://doi.org/10.1007/978-3-031-17697-5_15

Download citation

Publish with us

Policies and ethics

Search

Navigation