Abstract
Sediment flushing in many reservoirs of the world is accomplished with low efficiency. In this study, a new configuration was proposed for reservoir bottom outlet to increase the pressurized flushing efficiency. In the new configuration, a projecting semi-circular structure was connected to the upstream edge of bottom outlet. It was observed that by employing the projecting bottom outlet, the sediment removal efficiency increased significantly compared to the flushing via typical bottom outlet. In the case of new-configuration bottom outlet with L sc /D outlet = 5.26 and D sc /D outlet = 1.32, the dimensionless length, width and depth of flushing cone increased 280%, 45% and 14%, respectively, compared to the reference test. The proposed structure can ensure the sustainable use of reservoirs.










Similar content being viewed by others
Explore related subjects
Discover the latest articles and news from researchers in related subjects, suggested using machine learning.References
Ahadpour Dodaran A, Park SK, Mardashti A, Noshadi M (2012) Investigation of dimension changes in under pressure hydraulic sediment flushing cavity of storage dams under effect of localized vibrations in sediment layers. Int J Ocean Syst Eng 2(2):71–81
Althaus J (2011) Sediment evacuation from reservoirs through intakes by jet induced flow, Ph.D. thesis, EPFL, Suisse
Emamgholizadeh S, Fathi-Moghadam M (2014) Pressure flushing of cohesive sediment in large dam reservoirs. J Hydrol Eng ASCE 19:674–681
Emamgholizadeh S, Bina M, Fathi-Moghadam M, Ghomeshi M (2006) Investigation and evaluation of the pressure flushing through storage reservoir. J Eng Appl Sci 1(4):7–16
Fan J, Morris GL (1992) Reservoir sedimentation. II: reservoir desiltation and long-term storage capacity. J Hydraul Eng ASCE 118(3):370–384
Fang D, Cao S (1996) An experimental study on scour funnel in front of a sediment flushing outlet of a reservoir, 1.78-1.84, Proc. 6th Federal Interagency Sedimentation Conference, Las Vegas
Fathi-Moghadam M, Emamgholizadeh S, Bina M, Ghomeshi M (2010) Physical modelling of pressure flushing for desilting of non-cohesive sediment. J Hydraul Res 48(4):509–514
Hotchkiss R (1989) Reservoir sedimentation and sediment sluicing: experimental and numerical analysis, Ph.D. thesis, University of Minnesota, Minnesota, USA
Janssen RHA, Shen HW (1997) The development of equilibrium profiles for flushing channels. Energy and water: sustainable development, proceeding of theme D: water for a changing global community, 27th congress of IAHR, California. In: Holly FM Jr, Alsaffar A (eds) 108-113
Jansson MB, Erlingsson U (2000) Measurement and quantification of a sedimentation budget for a reservoir with regular flushing. Regul Rivers Res Manag 16:279–306
Kantoush SA (2008) Experimental study on the influence of the geometry of shallow reservoirs on flow patterns and sedimentation by suspended sediments, Ph.D. thesis, EPFL, Suisse
Lai J, Shen HW (1996) Flushing sediments through reservoirs. J Hydraul Res 34(2):237–255
Madadi MR, Rahimpour M, Qaderi K (2016) Sediment flushing upstream of large orifices: an experimental study. Flow Meas Instrum 52:180–189
Mahmood K (1987) Reservoir sedimentation, impact, extent, and mitigation. World Bank technical paper number 71, 134 pages
Meshkati ME, Dehghani AA, Naser G, Emamgholizadeh S, Mosaedi A (2009) Evolution of developing flushing cone during the pressurized flushing in reservoir storage. World Acad Sci Eng Technol 3:10–27
Morris GL, Fan J (2010) Reservoir sedimentation handbook: design and management of dams, reservoirs and watershed for sustainable use (electronic version). McGraw Hill, New York
Nagahara T, Sato T, Okamura T, Iwano R (2003) Measurement of the flow around the submerged vortex cavitation in a pump intake by means of PIV, fifth International symposium on cavitation. Osaka, Japan
Powell DN (2007) Sediment transport upstream of orifice. Ph.D. dissertation. Clemson University. UMI number: 3290698
Powell DN, Khan A (2012) Scour upstream of a circular orifice under constant head. J Hydraul Res 50(1):28–34
Powell DN, Khan A (2015) Flow field upstream of an orifice under fixed bed and equilibrium scour conditions. J Hydraul Eng. doi:10.1061/(ASCE)HY.1943-7900.0000960 04014076
Qian N (1982) Reservoir sedimentation and slope stability; technical and environmental effects. 14th International congress on large dams. Brazil 3:639–690
Scheuerlein H, Tritthart M, Nunez-Gonzalez F (2004) Numerical and physical modeling concerning the removal of sediment deposits from reservoirs. Conference proceeding of hydraulic of dams and river structures, Tehran, Iran, pp 245–254
Sloff CJ (1991) Reservoir sedimentation: a literature review, communications on hydraulic and geotechnical engineering., report no. 91-2, delft, The Netherlands, 126 pp
Talebbeydokhti N, Naghshineh A (2004) Flushing sediment through reservoirs. Iran J Sci Technol, Trans B 28(B1):119–136
White WR, Bettes R (1984) The feasibility of flushing sediments through reservoirs. Proceeding symposium on challenges in African hydrology and water resources, IAHS, Harare, Zimbabwe, Publ. No. 144
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Madadi, M.R., Rahimpour, M. & Qaderi, K. Improving the Pressurized Flushing Efficiency in Reservoirs: an Experimental Study. Water Resour Manage 31, 4633–4647 (2017). https://doi.org/10.1007/s11269-017-1770-y
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11269-017-1770-y
Keywords
Profiles
- Mohamad Reza Madadi View author profile