Abstract

In this study, a new sediment removal system, namely the vortex hydrosuction (VHS) method, is introduced as an alternative hydrosuction technique with higher efficiency. Unlike the conventional hydrosuction systems, VHS benefits from a generated vortex flow for suspending the settled particles. The ability of 27 different VHS systems to remove noncohesive sediment is assessed. The results indicate that the efficiency of the best VHS is about 24 times higher than conventional hydrosuction. On average, the VHS increase the volume and depth of scour holes by around 13 and 2 times more than conventional hydrosuction, respectively. Sensitivity analysis of significant parameters indicates that by increasing 100% and 300% of the nozzles’ Froude numbers (Frn), the performance of VHS would increase 43% and 110%, respectively. Moreover, the generated vortices in the cylinders with smaller diameters are stronger compared with cylinders with greater diameters; thus, by increasing 20% and 47% of the cylinder diameter dimensional parameter (i.e., D/d), the performance of VHS would decrease about 16% and 59%, respectively.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

Basson, G. R. 2009. “Management of siltation in existing and new reservoirs.” In Proc., 23rd Congress of the Int. Commission on Large Dams CIGBICOLD. Paris: International Commission on Large Dams.
Brahme, S. B. 1983. “Environmental aspects of suction cutterheads.” Ph.D. thesis, Dept. of Civil Engineering, Texas A&M Univ.
Brahme, S. B., and J. B. Herbich. 1986. “Hydraulic model studies for suction cutterheads.” J. Waterw. Port Coastal Ocean Eng. 112 (5): 591–606. https://doi.org/10.1061/(ASCE)0733-950X(1986)112:5(591).
Brown C. B. 1943. The control of reservoir silting. Washington, DC: US Department of Agriculture.
Bruk, S. 1985. Methods of computing sedimentation in lakes and reservoirs. Paris: UNESCO.
Chen, S. C., S. C. Wang, and C. H. Wu. 2010. “Sediment removal efficiency of siphon dredging with wedge-type suction head and float tank.” Int. J. Sediment Res. 25 (1): 149–160. https://doi.org/10.1016/S1001-6279(10)60034-0.
Evrard, J. 1980. “Considerations on sedimentation in hydraulic installations of the electricite de France.” In Proc., Int. Seminar of Experts on Reservoir Desiltation. Tunis, Tunisia: Training Center for Water Resource Management.
Fan, E. D., D. C. Zhou, and Y. H. Cheng. 1987. “The technical transformation of QB-90 Pneuma-pump and the study of removal of deposits in the reservoir.” [In Chinese.] Int. J. Sediment Res. 2 (8): 1–12.
Hayes, D. F., T. R. Crockett, T. J. Ward, and A. Daniel. 2000. “Sediment resuspension during cutterhead dredging operations.” J. Waterw. Port Coastal Ocean Eng. 126 (3): 153–161. https://doi.org/10.1061/(ASCE)0733-950X(2000)126:3(153).
Hotchkiss, R. H., and X. Huang. 1995. “Hydrosuction sediment-removal systems (HSRS): Principles and field test.” J. Hydraul. Eng. 121 (6): 479–489. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:6(479).
Huang, J., B. Greimann, and S. Kimbrel. 2019. “Simulation of sediment flushing in Paonia Reservoir of Colorado.” J. Hydraul. Eng. 145 (12): 06019015. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001651.
Ke, W. T., Y. W. Chen, H. C. Hsu, K. Toigo, W. C. Weng, and H. Capart. 2016. “Influence of sediment consolidation on hydrosuction performance.” J. Hydraul. Eng. 142 (10): 04016037. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001143.
Lai, J. S., and H. W. Shen. 1996. “Flushing sediment through reservoirs.” J. Hydraul. Res. 34 (2): 237–255. https://doi.org/10.1080/00221689609498499.
Pagliara, S., D. Roy, and M. Palermo. 2011. “Scour due to crossing jets at fixed vertical angle.” J. Irrig. Drain. Eng. 137 (1): 49–55. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000275.
Rehbinder, G. 1994. “Sediment removal with a siphon at critical flux.” J. Hydraul. Res. 32 (6): 845–860. https://doi.org/10.1080/00221689409498694.
Sakurai, T., N. Hakoishi, O. I. Kashiwai, Y. Izumiya, and Y. Kubo. 2007. “Development of sediment supply measures for restoration of riverbed environment at the downstream of the dam-sediment discharge facility by sheet and suction pipe, and air valve.” In Proc., 4th Int. Symp. on Modern Technology of Dams. Chengdu, China: Chinese National Committee on Large Dams.
Schleiss, A. J., M. J. Franca, C. Juez, and G. De Cesare. 2016. “Reservoir sedimentation.” J. Hydraul. Res. 54 (6): 595–614. https://doi.org/10.1080/00221686.2016.1225320.
Slotta, L. S. 1968. “Flow visualization techniques used in dredge cutterhead evaluation.” In Proc., 1968 World Dredging Conf. (WODCON II), 56–77. Amsterdam, Netherlands: World Organization of Dredging Associations.
Ullah, S. M., K. A. Mazurek, N. Rajaratnam, and S. Reitsma. 2005. “Siphon removal of cohesionless materials.” J. Waterw. Port Coastal Ocean Eng. 131 (3): 115–122. https://doi.org/10.1061/(ASCE)0733-950X(2005)131:3(115).
Wisser, D., S. Frolking, S. Hagen, and M. F. Bierkens. 2013. “Beyond peak reservoir storage? A global estimate of declining water storage capacity in large reservoirs.” Water Resour. Res. 49 (9): 5732–5739. https://doi.org/10.1002/wrcr.20452.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 147Issue 12December 2021

History

Received: Aug 20, 2020
Accepted: Aug 27, 2021
Published online: Sep 29, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 28, 2022

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Ph.D. Candidate, Dept. of Water Engineering, Shahid Bahonar Univ. of Kerman, Kerman 7616913439, Iran. ORCID: https://orcid.org/0000-0002-9125-5214. Email: [email protected]
Associate Professor, Dept. of Water Engineering, Shahid Bahonar Univ. of Kerman, Kerman 7616913439, Iran (corresponding author). ORCID: https://orcid.org/0000-0002-1421-8671. Email: [email protected]
Kourosh Qaderi [email protected]
Associate Professor, Dept. of Water Engineering, Shahid Bahonar Univ. of Kerman, Kerman 7616913439, Iran. Email: [email protected]

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Cited by

  • A Hydrosuction Siphon System to Remove Particles Using Fan Blades, Water, 10.3390/w15030515, 15, 3, (515), (2023).
  • An efficient self-cleaning Dam-Type Sediment Excluder upstream of the dam reservoir, Acta Geophysica, 10.1007/s11600-022-00855-y, 70, 5, (2389-2401), (2022).

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