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A platform for research: civil engineering, architecture and urbanism
RESIDUAL TURBIDITY IN HYDRAULIC JET FLOCCULATORS
Removal of turbidity from water supply systems is an important aspect of water treatment works. In this study the efficacy of free jets for flocculation is examined. It was observed that depth of submergence of the nozzle had very little effect on the degree of mixing. Different plan geometries exhibited similar mixing behavior for a range of detention times. Further, it was observed that the effect of plan geometry on residual turbidity is insignificant. Due to effective removal of turbidity, the usage of jet flocculators in water supply systems is recommended, as the maintenance cost of the system is negligible.
RESIDUAL TURBIDITY IN HYDRAULIC JET FLOCCULATORS
Removal of turbidity from water supply systems is an important aspect of water treatment works. In this study the efficacy of free jets for flocculation is examined. It was observed that depth of submergence of the nozzle had very little effect on the degree of mixing. Different plan geometries exhibited similar mixing behavior for a range of detention times. Further, it was observed that the effect of plan geometry on residual turbidity is insignificant. Due to effective removal of turbidity, the usage of jet flocculators in water supply systems is recommended, as the maintenance cost of the system is negligible.
RESIDUAL TURBIDITY IN HYDRAULIC JET FLOCCULATORS
Kumar, N. Suresh (author) / Prof.Pani, B. S. (author) / Joshi, S. G. (author)
ISH Journal of Hydraulic Engineering ; 15 ; 108-117
2009-01-01
10 pages
Article (Journal)
Electronic Resource
Unknown
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