Karmiel WWTP – First Stage

Karmiel WWTP – First Stage

Northern Israel

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Background

This WWTP serves 13 municipalities with population of 210,000.

The plant was built in the late 90’s of the 20th century for an average design flow of 22,000 m3/day and for population of 150,000 and is currently being expanded for an average design flow of 36,500 cum/day and population of 210,000 during 2011-2013.

BJIS provided general design and a complete detailed design services for both phases of construction, as well as general construction supervision.

Basic Design Data

Average Design Flow

36,500

m3/day

Average B.O.D. Load

17,000

Kg/day

Effluent Quality

15/15/10

BOD/TSS/N

Liquid Process and Facilities

Main Process

  • B.N.R. Activated Sludge

Facilities

  • Bar Screens
  • Grit Removal
  • Primary clarifiers
  • B.N.R. Activated sludge reactors with low-speed surface aerators for the first 2 modules and diffused air system for the new module
  • Final clarifiers
  • Effluent filtration and disinfection
  • Effluent are reclaimed for unrestricted agriculture use

 

Sludge Process and Facilities

Main Process

  • Anaerobic digestion, sludge dewatering, bio-gas utilization

Facilities

  • G.B.T. units for W.A.S. thickening
  • 4 anaerobic digesters, 2,500 m3 each, for the stabilization of the thickened W.A.S. and the primary sludge. Digesters are mixed by mechanical mixing
  • B.P.F and decanter centrifuges units for the dewatering of the digested sludge
  • Co-generation systemfor the utilization of the bio-gas including 1 co-generation unit having 470 KW electric capacity

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