Projects

• Case Study:  Municipal WWTP
• Client:             Muni. Of Givat Brenner, Israel
• Start Up:         October 2010
• Capacity:        9,000 m3/d

• Overview

             Four municipalities in the lowland of Israel united in order to construct a conjoint Wastewater                                  

             Treatment Plant – non existent beforehand.

• Requirement

             A design for growing influent was required. Also, a significant agricultural flow caracterized the

            influent – adding Nitrogenous load.

• Solution

             The WWTP was designed to treat 9,000 m3/d. In the first stage 6,000 m3/d are treated. For                  

             additional treatment there was no need for additional tankage – only for additional biomass  

             carriers.

             An IFAS config. was designed for the plant. A 5-stage Bardenpho configuration was  

             implemented.

• Results

            The plant operates efficiently since start up.
            Growth in inflow handled successfully.
            COD: 1,000 mg/l -> 100 mg/l ; TSS: 480 mg/l - > 10 mg/l; TKN: 90 mg/l -> 25 mg/l

• References

                                             Influent                                 Effluent

• COD:                      1,000 mg/L                           >100
• BOD:                       640                                        >10
• TSS:                        510                                        >10
• TKN:                          90                                        >25
• TP:                            45                                           >5