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Experimental and Numerical Investigation of Hybrid River Training Works using OpenFOAM

Author

Listed:
  • Riddick Kakati

    (Indian Institute of Technology Guwahati)

  • Vinay Chembolu

    (Indian Institute of Technology Jammu)

  • Subashisa Dutta

    (Indian Institute of Technology Guwahati)

Abstract

Riverbank erosion is widespread in alluvial rivers in India and elsewhere. River training works are frequently used to aid in the prevention of these losses by regulating the river and therefore protecting critical human habitats. These structures often become unstable and incapable of performing adequately during periods of heavy flooding. For the first time, the three- dimensional hydrodynamic open-source Open Field Operation and Manipulation (OpenFOAM) model is used to assess the potential of a novel hybrid river training arrangement to reduce downstream flow velocity and divert downstream flow to the opposite bank. The results indicate that for single- phase approximation, algorithms such as the Semi Implicit Method for Pressure- Linked Equations (SIMPLE) with lower computational requirements can satisfactorily reproduce flow patterns discovered in the laboratory ( $$R^2 > 0.74$$ R 2 > 0.74 ). The hybrid configuration outperforms the porcupine and geobag layouts. When compared to geobag, dual- screen porcupine, and single- screen porcupine, its downstream velocity decreases by 1.33%, 11.62%, and 13.34%, respectively. Similarly, flow diversion to the opposing bank increases by 0.49%, 0.65%, and 0.92%. Thus, the porcupine structure reduces the intensity of the incoming flow prior to it reaching the impermeable geobag in a hybrid layout. It dissipates the flow energy to the point where it can no longer scour the bed, thereby eliminating the disadvantage associated with the formation of scour holes.

Suggested Citation

  • Riddick Kakati & Vinay Chembolu & Subashisa Dutta, 2022. "Experimental and Numerical Investigation of Hybrid River Training Works using OpenFOAM," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 36(8), pages 2847-2863, June.
  • Handle: RePEc:spr:waterr:v:36:y:2022:i:8:d:10.1007_s11269-022-03181-6
    DOI: 10.1007/s11269-022-03181-6
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    References listed on IDEAS

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    1. Zhenghua Gu & Xiaomeng Cao & Yueteng Jiao & Wei-Zhen Lu, 2016. "Appropriate CFD Models for Simulating Flow around Spur Dike Group along Urban Riverways," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 30(13), pages 4559-4570, October.
    2. Hriday Mani Kalita, 2020. "A Numerical Model for 1D Bed Morphology Calculations," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 34(15), pages 4975-4989, December.
    3. Öznur Kocaer & Alpaslan Yarar, 2020. "Experimental and Numerical Investigation of Flow Over Ogee Spillway," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 34(13), pages 3949-3965, October.
    4. Hriday Kalita & Arup Sarma & Rajib Bhattacharjya, 2014. "Evaluation of Optimal River Training Work Using GA Based Linked Simulation-Optimization Approach," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 28(8), pages 2077-2092, June.
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    Cited by:

    1. Ali Emre Ulu & M. Cihan Aydin & Fevzi Önen, 2023. "Energy Dissipation Potentials of Grouped Spur Dikes in an Open Channel," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 37(11), pages 4491-4506, September.

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