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US EPA Evaluation

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aqua_pulse_sm_clr.gif (973 octets) SBR ,
Sequencing Batch Reactor
Trickling Filter Aerated Lagoon Wastewater treatment applications

Represented Equipment

Our technical objectives Our SBR preferred process Our SBR family development Nutrient Removal Our design approach
Our SBR equipment Our process control aqua_pulse_sm_clr.gif (973 octets) SBR, the client's best choice Our clients testimonies Partial list of SBR installations SBR, a technology in evolution  
  Process Features aqua_pulse_sm_clr.gif (973 octets) Process comparison Cost  
Flow Diagram Process Advantages SBR vs CAS SBR vs RBC

aqua_pulse_sm_clr.gif (973 octets) US EPA Evaluation

COMPARISON OF BATCH AND CONTINUOUS PROCESSES

PARAMETERS SBR SYSTEM CONTINUOUS FLOW ACTIVATED SLUDGE SYSTEM (CFS)1 REMARKS
Concept Time Sequence in the same tank Time sequence in different tanks Time sequence can be varied in SBR; no such flexibility in CFS.
Inflow Periodic - normal SBR
Continuous - ICEAS
Continuous
Discharge Periodic Continuous Decant period can easily be changed in SBR. Further, somewhat possible to hold effluent until it meets specific requirements. CFS - Inflexible.
Organic load Cyclic normal SBR
Continuous - ICEAS
Continuous Several variations of organic loading are possible by changing duration of cycle period. CFS - Inflexible.
Aeration Intermittent Continuous Increased flexibility in SBR. Both the aeration and the aeration duration can be varied. CFS - Only the aeration rate can be changed.
Mixed liquor Always in reactor, no recycle Recycle through reactor and clarifier No need for final clarifiers and RAS pumps in SBR. CFS requires above facilities.
Clarification Ideal - normal SBR
Not as deal - ICEAS
Not ideal. Short-circuiting and density currents are common Several CFS systems are known to perform unsatisfactorily because of less than ideal settling conditions present in the clarifiers. SBR free from problems.
Flow Pattern Perfect plug Complete mix or approaching plug A perfect plug flow condition in SBR achieves rapid biodegradation of pollutants (shorter reaction time). CFS requires longer reaction time.
Equalisation Inherent None SBR is an ideal reactor in situations with excessive diurnal variations in flow and BOD, CFS can fail under above condition.
Flexibility Considerable Limited Operater can routinely change cycle durations, aeration/mixing strategies. CFS is somewhat limited in these areas.
Reactor Size Could be larger than CFS because it has to provide space for accomoding slude blanket. Generally smaller than SBR In spite of larger reactor size, SBR can be more compact and require less overall space because no separate clarifiers and RAS pumps are needed.
Operation (Process) Relatively easy to operate - achieved by microprocessor technology Same as SBR SBR ideal for small plants. CFS may not be practical in small plants with excessive diurnal flow variations.
(Equipment) Fewer mechanical equipment result in easier operation Significally more mechanical equipement result in somewhat difficult operation
Effluent quality Excellent in most case Excellent in most case
Flexibility to meet changing requirements (C, N, P removal) Tremendous flexibility in SBR; achived by changing operational strategy (cycle duration, cycle sequence and aeration mixing strategy). Somewhat less in ICEAS. Limited as compared to SBR

1. Includes aeration tank(s), clarifier(s) and RAS pumping.
*from TECHNOLOGY EVALUATION OF SEQUENCE BATCH REACTORS,
Environmental Protections Agency, September 1984