Skip to main content
Log in

Evaluation of various design models of irrigation sedimentation basins

  • Original Paper
  • Published:
International Journal of Environmental Science and Technology Aims and scope Submit manuscript

Abstract

Sedimentation basins are structures that separate suspended sediments from river flows at irrigation intakes. There are many ways to design these sedimentation basins, some of which lead to unrealistic results because of their simplifying assumptions. Some of these methods are complex and are extremely difficult to use. Meanwhile, other methods to reduce the above problems have been proposed by a number of researchers that are based on laboratory or analytical studies. Due to the existence of various models, it is difficult to determine which approach is the most appropriate model. Here, by introducing multiple methods, their performance has been evaluated by comparison with laboratory data. Experiments were conducted on a flume 12 m in length, 1.2 m in width, and 0.5 m in height for three sediment sizes and for different discharges. Trapping efficiencies were calculated based on the remaining sediment in the invert of the flume after completion of the experiment. The results showed that the United States bureau of reclamation model shows a high efficiency of the sedimentation basins. In addition, it was found that the efficiency estimates of this model are very sensitive to input parameters. Examination of various statistical characteristics showed that the trapping efficiency in this study is consistent with the Sarikaya and Einstein models. Also, a regression equation with an accuracy of RMS = 7.32 can be used to estimate the trapping efficiency in irrigation sediment basins.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

Similar content being viewed by others

References

  • Adamsson A, Stovin V, Bergdahi L (2003) Bed shear stress boundary condition for storage tank sedimentation. J Environ Eng 129(7):651–658

    Article  CAS  Google Scholar 

  • Armenio V, Fioroto V (2001) The importance of the forces acting on particles in turbulent flows. Phys Fluids 13(8):2437–2440

    Article  CAS  Google Scholar 

  • Bishwakarma MB (1997). Settling basin design criteria and trap efficiency computation methods. Department of Hydraulics and Environmental Engineering, The Norwegian University of Science and Technology. Trondheim, Norway.

  • Camp TR (1943) The effect of turbulence on retarding settling. Proc. 2nd hydraulics conference University of Iowa, Studies in engineering. Bulletin 27:307–317

    Google Scholar 

  • Camp TR (1946) Sedimentation and the design of settling tanks. Trans ASCE 111:895–936

    Google Scholar 

  • Dhital RP (2018) Guidelines for detailed feasibility studies of micro-hydro projects. Government of Nepal, Ministry of Energy, Water Resources and Irrigation, Alternative Energy Promotion Centre (AEPC)

  • Dobbins WE (1944) Effect of turbulence on sedimentation. Trans ASCE 109:629–656

    Google Scholar 

  • Einstein H.A (1950). The bed load function for sediment transportation in open channels. Technical Bulletin No. 1026, U.S. Department of Agriculture, Soil Conservation Service

  • Garde RJ, Ranga Raju KG (1977) Mechanics of sediment transportation and alluvial stream problems. Halsted Press, New York (Wiley Eastern Limited, New Delhi), https://doi.org/10.1002/esp.3290040321

    Book  Google Scholar 

  • Garde RJ, Ranga Raju KG (1989) Regime criteria for alluvial streams. J Hydraulics Div 89(6):105–123. https://doi.org/10.1061/JYCEAJ.0000951

    Article  Google Scholar 

  • Garde RJ, Ranga Raju KG, Sujudi AWR (1990) Design of settling basins. J Hydr Res 28(1):81–91. https://doi.org/10.1080/00221689009499148

    Article  Google Scholar 

  • Gismalla YA (2009) Sedimentation problems in the Blue Nile reservoirs and Gezira scheme: a review. Gezira J Eng Appl Sci 14(2):1–12

    Google Scholar 

  • Hazen A (1904) On Sedimentation. Trans ASCE 53:45–88

    Google Scholar 

  • Helgeson Z, Jenkins J, Abraham JP, Sparrow EM (2011) Particle trajectories and agglomeration/accumulation in branching arteries subjected to orbital atherectomy. Open Biomed Eng J 5:25–38

    Article  Google Scholar 

  • Hosseinzadeh Asl R, Salmasi F, Arvanaghi H (2020) Numerical investigation on geometric configurations affecting seepage from unlined earthen channels and the comparison with field measurements. Eng Appl Comput Fluid Mech 14(1):236–253. https://doi.org/10.1080/19942060.2019.1706639

    Article  Google Scholar 

  • Jin YC, Gue QC, Viraraghavan T (2000) Modeling class I settling tanks. J Environ Eng 126(8):754–760

    Article  CAS  Google Scholar 

  • Jin YC, Lu F, Badruzzaman Md (2005) Simplified model of class-I settling tanks design. J Environ Eng 131(12):1755159

    Article  Google Scholar 

  • Johnson NN, Abraham JP, Helgeson ZI, Hennessey MP (2011) Simulation of embolization particle trajectories. Front Heat Transf 2(2):023006

    Google Scholar 

  • Kaveshnikov NT (1997) Methods of calculating sedimentation and sediment-concentration parameters of a flow in settling basins. Hydro Tech Construct 31:618–625. https://doi.org/10.1007/BF02767276

    Article  CAS  Google Scholar 

  • Khademi M, Omid MH, Horfar A (2008) Investigation of the effect of guide blade on sediment trap efficiency using physical and mathematical models. Hydraulics 1(2):11–24

    Google Scholar 

  • Osman IS, Schultz B, Osman A, Suryadi FX (2016) Simulation of fine sediment transport in irrigation canals of the gezira scheme with the numerical model FSEDT. J Irrig Drain Eng 142(11):04016049. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001031

    Article  Google Scholar 

  • Pemberton EL, Lara JM (1971) A procedure to determine sediment deposition in a settling basin. Bureau of Reclamation, Engineering and Research Center

    Google Scholar 

  • Ranga Raju KG et al (1999) Sediment removal efficiency of settling basin. J Irrig Drain Eng 125(5):308–314

    Article  Google Scholar 

  • Sarikaya HZ (1977) Numerical model for discrete settling. J. of Hydraulics Div. ASCE 103:865–876

    Google Scholar 

  • Singh KK, Pal M, Ojha CSP, Singh VP (2008) Estimation of removal efficiency for settling basins using neural networks and support vector machines. J Hydrol Eng 13(3):146–155

    Article  Google Scholar 

  • Stamou AL, Adams EW, Rodi W (1989) Numerical modeling of flow and settling in primary rectangular clarifiers. J Hydr Res 27(5):665–682

    Article  Google Scholar 

  • Stovin VR, Saul AJ (2000) Computational fluid dynamics and the design of sewage storage chambers. J CIWEM 14(2):103–110. https://doi.org/10.1111/j.1747-6593.2000.tb00235.x

    Article  CAS  Google Scholar 

  • Sujudi AWR (1987) Design of settling basins, M. E. Dissertation. University of Roorkee, Roorkee India

    Google Scholar 

  • Sumer MS (1977) Settlement of solid particles in open- channel flow. J Hydraul Div ASCE 103:1323–1337

    Article  Google Scholar 

  • Swamee PK, Tyagi A (1996) Design of class I sedimentation tanks. J Environ Eng. https://doi.org/10.1061/(ASCE)0733-9372(1996)122:1(71)

    Article  Google Scholar 

  • USBR (1983) Dredging and dredged material disposal, EM 1110–2–5025. United States Bureau of Reclamation(USBR), USA

    Google Scholar 

  • Velikanov MA (1967) Begründung der Gravitationstheorie der Bewegung von Sedimenten, Izvestija Akademii Nauk SSSR, Serie Geophysik, Nr.4, Moskau, pp 349–359 (in Russian)

  • Vetter CP (1981) Comprehensive survey of sedimentation in Lake Mead. Technical Report, United States Government Printing Office, Washington, DC

    Google Scholar 

Download references

Acknowledgements

This paper is the outcome of a research project supported by the University of Tabriz research affairs office.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to F. Salmasi.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interest.

Ethical approval

This article does not contain any studies with human participants or animals performed by any of the authors.

Additional information

Editorial responsibility: S.Mirkia.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Salmasi, F., Abraham, J. & Salmasi, A. Evaluation of various design models of irrigation sedimentation basins. Int. J. Environ. Sci. Technol. 20, 11301–11308 (2023). https://doi.org/10.1007/s13762-023-05159-2

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s13762-023-05159-2

Keywords

Navigation