DESIGN OF SINGLE-CHAMBER SETTLING BASINS

Journal of Hydraulic Engineering

Volumn 123, Issue 5, 1997, Pages 469-471

  Vittal, Nandana ^a   Raghav, Mavendra Singh ^b  

^a Univ of Roorkee ^*  (Iran)

^b INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

Author keywords

[No Author keywords available]

Indexed keywords

APPROACH CHANNELS; CRITERION EQUATIONS; MEAN VELOCITIES; REMOVAL EFFICIENCIES; SINGLE CHAMBERS;

IRRIGATION; MATHEMATICAL MODELS; SEDIMENTS;

HYDROPOWER CHANNELS; SEDIMENT REMOVAL;

SETTLING TANKS;

CHANNELS; IRRIGATION; POWER STATIONS-HYDROELECTRIC; SETTLING BASINS;

DESIGN; FLOW VELOCITY; SEDIMENT TRAP; SEDIMENTATION; SETTLING BASIN;

EID: 0031148420     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1997)123:5(469)     Document Type: Article

References (8)

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3. Garde, R. J., Ranga Raju, K. G., and Sujudi, A. W. R. (1990). "Design of settling basins." J. Hydr. Engrg., 18(1),81-91.
4. Masonyi, E. (1965). Water power development, Vol. II. Publishing House of the Hungarian Acad. of ScL, Budapest, Hungary.
5. Raghav, M. S. (1995). "Design of settling basins," ME thesis, Univ. of Roorkee, Roorkee, India.
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7. Swamee, P. K., and Ojha, C. S. P. (1991). "Drag coefficient and fall velocity of nonspherical particles." J. Hydr. Engrg., ASCE, 117(5), 660-667.
8. Vanoni, V. A. (ed.). (1975). Sedimentation engineering, Manuals and Rep. on Engrg. Pract., ASCE, New York, N.Y., 54, 582-583.