Bitanya Regional WWTP

Bitanya Regional WWTP

Northern Israel

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Background

This WWTP serves several municipalities with population of 80,000.

 

Balasha-Jalon prepared the general and detailed designs including process, civil, mechanical, electrical and control engineering and provided the general construction supervision.

Basic Design Data

Average Design Flow

16,000

m3/day

Average B.O.D. Load

6,900

Kg/day

Effluent Quality

10/10/10/5

BOD/TSS/N/P

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 diffused aeration system
  • Final clarifiers
  • Effluent filtration and disinfection. Effluent will be used for unrestricted agriculture use
Sludge Process and Facilities

Main Process

Anaerobic digestion, sludge dewatering, bio-gas utilization
 
Facilities
 

  • 3 Drums for W.A.S thickening
  • 2 anaerobic digesters, 1,700 m3 each for the stabilization of the thickened W.A.S. and the primary sludge.
  • igesters are mixed by the unique “Rotamix” system
  • 2 Decanter centrifuges for the dewatering of the digested sludge
  • Co-generation system for the utilization of the bio-gas including co-generation unit having 450kW electric capacity

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