Common Effluent Treatment Plants

WASTE MINIMISATION

The pre-requisite for the concept of common treatment is the treatment at low cost . With more and more improvisation and stress  on  in-house  measures,  it  is  now  established  that the nature of job in small scale industries has immense potential of not only adopting certain measure to control pollutants at source thereby reducing pollution load and cost of treatment but also to reap rich benefits. Some examples are summarised below :

Industry
 
Measures
Benefits
Hosiery Manufacturing liquid detergent from spent kier liquorl Reduction in pollution load
ElectroplatingReactive rinsing by use of rinsewater after alkaline cleaning for rinsing components after picklingl Reduced water consumption and wastewater generation
l Effective cleaning of components
Modification in dragout tray arrangements (hang the workpiece vertically instead of dragging out horizontally)l Better rinsing
l Reduced chemical consumption
Installation of double plating line instead of single line inn plating bathl Enhanced production capacity
Cotton dyeingSubstituting soda ash by caustic soda in dyeing processl Reduced chemical consumption
TanneryInstallation of flow meterl Exact measurement of water / chemical
Scrapping salt from hides before rinsingl Salt recovery, low TDS in effluent
Measurement of chemicals by weight and not by volumel Reduced wastage of chemicals
Substitution of Benzidine based dye with non- Benzidine based dye stuffl Elimination of toxicity due to dye stuff
Recycling of spent alkaline bath after screening for next batchl Reduction in chemical consumption and pollution load
Small pulp & paper Increase in wire mesh size in de-pitherl Increased pith recovery
l Decrease in chemical consumption
Courtesy : NPC

 

Cost Sharing Systems+
 

Various systems for cost sharing as exercised by Common Treatment provisions operating in India as well as in other countries are discussed below. The concerned management body can opt the most suited and viable system based on the local situation and feasibility to implement. The system exercised in most of CETPs operational in India is partly based on Quality-Quantity method with case specific modifications.

 
  1. Quantity Method
   
  1. Quantity – Quality method
   
Step-1
Identify the critical design - parameters for the treatment plant. Let us assume they are BOD, SS and volume

Step-2
Work-out fixed cost (depreciation, loan repayment etc.) and operational cost on annual basis, for all major components like conveyance system, pumps, clarifiers, digesters etc.

Step-3
Identify the variables (BOD, SS , volume) and extent of dependence the variable is considered for design specification for the given component. eg. Conveyance system and digesters are designed based primarily on volume and SS respectively, whereas for clarifier , volume and SS are equally considered.

Step-4
Work-out apportionment of the total treatment cost (fixed and operational), based on the function of the variables.

Step-5
Depending upon design specification of the plant, against critical parameters, work out the cost component for unit volume treated, kg BOD removed and kg SS removed .

Step-6
Calculate the cost of treatment for effluent from any industry based on unit cost component as in Step-4 and effluent characteristics in terms of quantity (volume) and quality (BOD, SS etc.) for the given industry.

 

3. Malz Formulation

 

 

V = A/Ao + B/Bo + TDS/ TDSo + F – 1

Where A = Settleable matter , mg/L

B = COD of settled sample, mg/L

TDS = Total dissolved solids mg/l

F = Fish Toxicity

A o , Bo , TDSo = Standards

 

 

Cost Share = S. Q . Z. / S (S. Q.)

Q = Annual flow of an individual industry

Z = Total cost of collection/ conveyance & treatment

 

  1. Fukashiba formulation
   
  1. Roman Formulation
 
    1. Construction cost of CETP should correspond to the volume and strength of effluent from individual industry
    2. Conveyance cost should be proportional to the volume by each industry irrespective of its distance from CETP
    1. Avg. flow of effluent from industry to CETP
    2. Total flow of effluent reaching CETP
    3. Construction cost of CETP
    4. Construction cost of all additional facilities used for conveyance of effluent
    5. Avg. strength of effluent of the given industry expressed as BOD5 in kg O2 / m3
    6. Avg. strength of total effluent expressed as BOD5 in kg O2 / m3
    7. Cost of treatment plant units depending on the pollution load to construction cost of the whole treatment plant.
  1. Chemtech Formulation
   
  1. Graduated Payment Formulation
 
    1. Large industries pay marginally higher cost
    2. Cost paid by smaller industries is fixed as minimal amount thus eliminating intricate accounting procedures
    3. The cost for large or medium industries can be calculated based on factors which include effluent generation of individual industry, total quantum of effluent reaching CETP and pollution factor ‘P’ as follows:
P = 0.5 (BODi + 200) ¸ 600 + 0.5 (CODi + 500 ) ¸ 1500Where BODi & CODi are avg. BOD and COD in effluent from individual industry

 

  1. Flecksedar Methodology
 
    1. Cost be adjudged separately for designed and actual treatment capacity of CETP
    2. The type of treatment and the cost incurred on it , be levied from the industry(s) responsible for particular pollutant