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SIBF system for wastewater treatment.
Type of wastewater=Organic wastewater,
Quality if treated wastewater=for gardening/irrigation
S.no Item SIBF system Conventional ASP system Biogas system Septic Tank
1 Main Feature Low operation cost and Low operating skill required High operation cost and high operating skill required 50% operation cost but high operating skill required Only partial treatment possible
2 Process requirement and output Treated water from SIBF system can be recycled directly

Additional tertiary treatment is required if treated water has to be recycled

 

Black odourous liquid is produced which needs further treatment(ASP)& cannot be recycled

Gas generated satisfies only 5-10% fuel requirement

Additional large area required for soakpit

If soakpit area is not available,Septic tank effluent requires further treatment

No water recovery

3 Approximate capital cost At par At par At par(with secondary treatment of septic tank effluent) At par(with secondary treatment of septic tank effluent)
4 Approximate O & M cost (Rs.X) About(5X) About(4X-5X) about(3X-4X)
5 Mechanical and electrical equipment

Only pumps;

(means low operation and maintainence cost)

Pumps + aerators +agitators+scrapping mechanism+control panel;(means high consumption of electrical energy;more wear and tear;high operation and maintainence costs) Same as ASP Same as ASP
6 Level of skill required for O & M

Easy to operate

Only parameter to be monitored is proper wastewater loading

Skilled personell are required for effective performance

Parameters like MLSS,SVI,pH are to be monitored regularly

Aerators must run round the clock(adds to electricity costs)

Continuous laboratory support is required

Very high skill is required as this system is very sensitive

Once the system is upset it requires several days for rectification

Continuous laboratory support is required

Other troubles of ASP are present

 

Same as ASP
7 Sturdiness and flexibility Can effectively withstand shock loading and flow fluctuations Sensitive to shock loading and flow fluctuations;It has to be recommissioned once it fails Sensitive to shock loading and flow fluctuations;It has to be recommissioned once it fails Sensitive to shock loading and flow fluctuations;It has to be recommissioned once it fails
8 Sludge generation Sludge is not generated Sludge is generated,hence handling and disposal is to be done Sludge is generated,hence handling and disposal is to be done Sludge is generated,hence handling and disposal is to be done
9 Physical appearence and location of ETP

Appears like a garden

This system can become landscaping

Foaming & spilling from aeration tank gives an unsightly look

Aerosols form, causing odour

Thus isolated area required

Black odorous liquid is produced

Other troubles of ASP are present

Thus isolated area required

Black odorous liquid is produced

Other troubles of ASP are present

Thus isolated area required

10 Suitability of system for intermittent flow Suitable Not suitable Not suitable Not suitable
Comparison between SIBF System and other conventional systems