Skip to main content
Log in

Experimental investigation of wastewater discharges from a Rosette-type riser using PIV

  • Coastal and Harbor Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope Submit manuscript

Abstract

The under-pressure-induced-ambient flow velocity and the bending phenomenon of the horizontal buoyant jets on a Rosette-type riser with four ports were observed by conducting the hydraulic experiments over a certain range considering the initial moment um and initial buoyancy. The measurement accuracy associated with the PIV system was verified. The velocity of the ambient flows into the inner side of the surrounding buoyant jets increased initially, and then decreased with the increase of the densimetric Froude number. The trajectories for low densimetric Froude numbers tended to rise up without strong bending whereas high densimetric Froude numbers resulted in more strongly bending trajectory and then led to the release of the bending trajectory with the increase of the densimetric Froude number. The low bending height resulted from the strongly bending buoyant jet. The experimental results revealed that the trajectories bend to the inner side with the increase of the ambient flow velocity.

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.

Institutional subscriptions

Similar content being viewed by others

References

  • Adrian, R.J. (1991). “Particle-imaging techniques for experimental fluid mechanics.”Annu. Rev., Journal of Fluid Mechanics, Vol. 23, pp. 261–304.

    Article  Google Scholar 

  • Akar, P.J. and Jirka, G.H. (1991).CORMIX2: An Expert System for Hydrodynamic Mixing Zone Analysis of Conventional and Toxic Submerged Multiport Diffuser Discharges, Technical Report, DeFrees Hydraulics Laboratory, School of Civil and Environmental Engineering, Cornell University, Ithaca, New York.

    Google Scholar 

  • Brooks, N.H. (1972).Dispersion in Hydrologic and Coastal Environments. California Institute of Technology Technical Report KH-R-29, W. M. Keck Laboratory of Hydraulics and Water Resources Division of Engineering and Applied Science, Pasadena, California.

    Google Scholar 

  • Cederwall, K. (1968).Hydraulics of Marine Wastewater Disposal, Hydraulic Division Report No. 42, Chalmers Institute of Technology, Goteborg, Sweden.

    Google Scholar 

  • Davidson, M.J. (1989). “The behavior of single and multiple, horizontally discharged, buoyant flows in a non-turbulent coflowing ambient fluid.” Ph. D. thesis. Dept. of Civil Engineering, University of Canterbury, Christchurch, New Zealand.

    Google Scholar 

  • Fischer, H.B., Imberger, J., List, E.J., Koh, R.C.Y., and Brooks, N.H. (1979).Mixing in Inland and Coastal Water. Academic Press, New York.

    Google Scholar 

  • Hongwei, W. (2000). “Investigations of buoyant jet discharges using Digital Particle Velocimetry (DPIV) and Planar Laser Induced Fluorescence (DPIV).” Ph. D. thesis, School of Civil and Structural Engineering, Nanyang Technological University, Singapore.

    Google Scholar 

  • Jirka, G.H. and Akar, P.J. (1991). “Hydrodynamic classification of submerged multiport-diffuser discharges.”Journal of Hydraulic Engineering, ASCE, Vol. 117, No. 9, pp. 1113–1128.

    Article  Google Scholar 

  • Kwon, S.J. and Seo, I.W. (2005). “Reynolds number effects on the behavior of a non-buoyant round jet.”Experiments in Fluids, Vol. 38, No. 6, pp. 801–812.

    Article  Google Scholar 

  • Lee, J.H.W. (1989). “Note on Ayoub's data of horizontal round buoyant jet in current.”Journal of Hydraulic Engineering, ASCE, Vol. 115, No. 7, pp. 969–975.

    Google Scholar 

  • Lyu, S.W. (2003). “Behavior of merging buoyant jets discharged from uni-directional diffuser.” Ph. D. thesis, School of Civil, Urban and Geosystem Engineering, Seoul National University, Seoul, Korea.

    Google Scholar 

  • Park, Y.S. (2001). “Experimental study of near field characteristics of the round turbulent buoyant Jets.” M. S. thesis, School of Civil, Urban and Geosystem Engineering, Seoul National University, Seoul, Korea.

    Google Scholar 

  • Roberts, P.J.W. (1977).Dispersion of Buoyant Waste Water Discharged from Outfall Diffusers of Finite Length, California Institute of Technology Technical Report KH-R-35, W. M. Keck Laboratory of Hydraulics and Water Resources Division of Engineering and Applied Science, Pasadena, California.

    Google Scholar 

  • Roberts, P.J.W. and Snyder, W.H. (1993a). “Hydraulic model study for Boston outfall. I: riser configuration.”Journal of Hydraulic Engineering, ASCE, Vol. 119, No. 9, pp. 970–987.

    Article  Google Scholar 

  • Roberts, P.J.W. and Snyder, W.H. (1993b). “Hydraulic model study for Boston outptfall. II: environmental performance.”Journal of Hydraulic Engineering, ASCE, Vol. 119, No. 9, pp. 988–1002.

    Article  Google Scholar 

  • Seo, I.W., Kwon, S.J., and Yeo, H.K. (2004). “Merging characteristics of buoyant discharges from Rosette-tyype dffusers in shallow Water.”Journal of Civil Engineering, KSCE, Vol. 8, No. 6, pp. 679–688.

    Google Scholar 

  • White, F.M. (1979).Fluid Mechanics. McGraw-Hill. New York.

    MATH  Google Scholar 

  • Wright, S.J. (1984). “Buoyant jets in density-stratified crossflow.”Journal of Hydraulic Engineering, ASCE, Vol. 110, No. 5, pp. 643–656.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Seok Jae Kwon.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Kwon, S.J., Seo, I.W. Experimental investigation of wastewater discharges from a Rosette-type riser using PIV. KSCE J Civ Eng 9, 355–362 (2005). https://doi.org/10.1007/BF02830626

Download citation

  • Received:

  • Accepted:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02830626

Keywords

Navigation