Nebbi Musa WWTP

Nebbi Musa WWTP

Yehuda desert, Israel

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Background

 

The plant serves the municipalities of Jerusalem (its eastern part) as well as other smaller municipalities and communities with population equivalent of 150,000 and is under construction in 2013.

The WWTP was designed based on the Dual Power Multi-Cellular Aerated Lagoon System (DPMCALSs) as developed by Prof. Rich from the Clemson University.

The plant consists of a series of 4 aerated lagoons (4 phases) having tapered aeration. Settled biomass is expected to undergo benthal stabilization. Solids Separation System will treat aerated lagoons effluent to provide required effluent quality.

 

Balasha-Jalon provided general design and complete detailed design services as well as general supervision of construction.

Basic Design Data

Average Design Flow

24,000

m3/day

Average B.O.D. Load

7,000

Kg/day

Effluent Quality

20/30/N.R

BOD/TSS/N

Liquid Process and Facilities:

Main Process

Multi stage aerated lagoons

Facilities

  • Bar screens and grit removal
  • 4 – Stage aerated lagoons
Sludge Process and Facilities:

Main Process

Anaerobic Stabilization

Facilities

  • Settled sludge is an aerobically disintegrated to ash at the bottom of the anaerobic lagoons

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