| 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 liquor | l
Reduction in pollution load |
| Electroplating | Reactive
rinsing by use of rinsewater after alkaline cleaning for rinsing components after
pickling | l
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 bath | l
Enhanced production capacity |
| Cotton
dyeing | Substituting soda ash by caustic
soda in dyeing process | l
Reduced chemical consumption |
| Tannery | Installation
of flow meter | l
Exact measurement of water / chemical |
| Scrapping
salt from hides before rinsing | l
Salt recovery, low TDS in effluent |
| Measurement
of chemicals by weight and not by volume | l
Reduced wastage of chemicals |
| Substitution
of Benzidine based dye with non- Benzidine based dye stuff | l
Elimination of toxicity due to dye stuff |
| Recycling
of spent alkaline bath after screening for next batch | l
Reduction in chemical consumption and pollution load |
| Small
pulp & paper | Increase in wire
mesh size in de-pither | l
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.
- Quantity
Method
- Simplest Method and applicable for joint
treatment of sewage and low strength industrial waste
- Operation cost
and the cost for debt service are divided by total volume(quantity) of waste in
a given time
- Advantageous where nature of waste from industries are generally
uniform.
- Quantity – Quality method
- Charges are proportional to the benefits from the treatment plant. The
computation of treatment cost can be summarised in following steps:
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
- Based on " Polluter Pays" principle
- The
factors considered in cost computation are volume, degree of noxiousness ‘S’ of
wastewater and dilution factor ‘V’ to ensure survival of fish (48 hr. exposure)
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
- Noxiousness degree
‘S’ is estimated from dilution factor expressed in appropriate slabs
-
Annual treatment cost apportioned to each polluter is calculated as follows:
Cost Share = S. Q . Z. / S (S. Q.)
Q
= Annual flow of an individual industry Z = Total cost of collection/ conveyance
& treatment
- Fukashiba formulation
- Japanese system adopted for CETP catering to petrochemical industries
-
Charges levied are calculated differently on the basis of quantity and differently
for quality
- While quantity rate is mutually decided and is binding to
all member industries, the quality rate is determined based on B. O. D. , C.O.D.,
Suspended solids and concentration of N-hexane extract in effluent from individual
industry
- Roman Formulation
- Construction
cost of CETP should correspond to the volume and strength of effluent from individual
industry
- Conveyance cost should be proportional to the volume by each
industry irrespective of its distance from CETP
- Provision
of penalties in terms of transgression of ‘discharge volume’ regulated for each
industry
- Incorporates Roman concept that economic aspect of pollution
control should never be considered as the main factor influencing economic decision.
-
Different factors considered in cost computation are:
- Avg. flow of effluent from industry to CETP
- Total flow of effluent
reaching CETP
- Construction cost of CETP
- Construction cost of
all additional facilities used for conveyance of effluent
- Avg. strength
of effluent of the given industry expressed as BOD5 in kg O2
/ m3
- Avg. strength of total effluent expressed as BOD5
in kg O2 / m3
- Cost of treatment plant units depending
on the pollution load to construction cost of the whole treatment plant.
- Chemtech Formulation
- This formulation is
based on the proportion of the CETP usage
- Industries pay according to
their volume of effluent and the influence of chemical, physical and biological
conditions of the waste on capital and operational cost of CETP.
- Cost
of neutralisation at CETP is not considered as this is considered to be a part
of pre-treatment by the industry.
- Graduated Payment
Formulation
- Based on concept of graduated payment,
whereby:
- Large industries pay marginally
higher cost
- Cost paid by smaller industries is fixed as minimal amount
thus eliminating intricate accounting procedures
- 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
- Flecksedar Methodology
- Cost apportioning can be attempted based on following system:
- Cost be adjudged separately for designed and actual treatment
capacity of CETP
- The type of treatment and the cost incurred on it ,
be levied from the industry(s) responsible for particular pollutant