STP FLOW CHART
HOSPITAL EFFLUENT
TREATMENT PLANT:
CATEGORIES
OF BIO MEDICAL WASTE (BMW)
https://www.dpcc.delhigovt.nic.in/bio-medical-waste.html
(Please refer Schedule I , Click here to see the Schedule I)
Category No. 1 Human Anatomical Waste
Category No. 2 Animal Waste
Category No. 3 Microbiology & Biotechnology Waste
Category No. 4 Waste sharps
Category No. 5 Discarded Medicines and Cytotoxic drugs
Category No. 6 Soiled Waste
Category No. 7 Solid Waste
Category No. 8 Liquid Waste
Category No. 9 Incineration Ash
Category No. 10 Chemical Waste
(Please refer Schedule I , Click here to see the Schedule I)
Category No. 1 Human Anatomical Waste
Category No. 2 Animal Waste
Category No. 3 Microbiology & Biotechnology Waste
Category No. 4 Waste sharps
Category No. 5 Discarded Medicines and Cytotoxic drugs
Category No. 6 Soiled Waste
Category No. 7 Solid Waste
Category No. 8 Liquid Waste
Category No. 9 Incineration Ash
Category No. 10 Chemical Waste
reatment Of
Bio Medical Waste
Category No.1 Incineration /deep burial
Category No.2 Incineration /deep burial
Category No.3 Autoclaving/microwaving/incineration
Category No.4 Disinfection(chemical treatment)/autoclaving/microwaving and
mutilation/shredding.
Category No.5 Incineration/destruction/ and drugs disposal in secured landfills
Category No. 6 Incineration/autoclaving/microwaving
Category No.7 Disinfection by chemical treatment/autoclaving/ microwaving and
mutilation/ shredding
Category No.8 Disinfection by chemical treatment & discharge into drains
Category No.9 Disposal in municipal land fill
Category No.10 Chemical treatment and discharge into drains for liquids and secured
landfill for solids.
Category No.1 Incineration /deep burial
Category No.2 Incineration /deep burial
Category No.3 Autoclaving/microwaving/incineration
Category No.4 Disinfection(chemical treatment)/autoclaving/microwaving and
mutilation/shredding.
Category No.5 Incineration/destruction/ and drugs disposal in secured landfills
Category No. 6 Incineration/autoclaving/microwaving
Category No.7 Disinfection by chemical treatment/autoclaving/ microwaving and
mutilation/ shredding
Category No.8 Disinfection by chemical treatment & discharge into drains
Category No.9 Disposal in municipal land fill
Category No.10 Chemical treatment and discharge into drains for liquids and secured
landfill for solids.
Standards for Liquid Waste
PARAMETERS
|
PERMISSIBLE
LIMITS
|
pH
|
6.5-9.0
|
Suspended
Solids
|
100
mg/L
|
Oil
& Grease
|
10
mg/L
|
BOD
|
30
mg/L
|
COD
|
250
mg/L
|
Bio-assay
Test
|
90%
survival of fish after 96 hours in 100% effluent
|
These limits are applicable to those hospitals which are either connected with sewers without terminal Sewage Treatment Plant or not connected to public sewers.
For discharge into public sewers with terminal facilities , the General Standards as notified under the Environment (Protection ) Act, 1986, shall be applicable . Click here to see the General Standards(Schedule VI)
Main parameters are given below:
PARAMETERS
|
PERMISSIBLE
LIMITS
|
pH
|
5.5-9.0
|
Suspended
Solids
|
600
mg/L
|
Oil
& Grease
|
10
mg/L
|
BOD
|
350mg/L
|
Bio-assay
Test
|
90%
survival of fish after 96 hours in 100% effluent
|
DPCC has taken decision that Hospital having 50 beds or more shall install Effluent Treatment Plant (ETP) for the treatment of waste water generated and for recycling of treated effluent for use in horticulture, air conditioning/ cooling plants and flushing of toilet etc.
In hospitals that have ETP
facility, the treatment is carried out using special scientific process and
generally involves three stages, primary, secondary, and tertiary levels of
treatment. [14]
Average
water consumption 750 liter / bed / day (International norm). Please calculate daily water
consumption from borewell to over head tank using water meter. 80% of total
water in nover head tanks is wasted as waste water. This should be the capacity
of the STP to be installed at the hospital. (See table below)
Capacity
of overhead tank from where water is distributed = A LiterNumber of times Over Head Tanks Filled up in a day = B Nos
Total water requirement for use at different points = A x B Liter/day
Quantity of Effluent , liter per day = 80 % of ( A x B )
Sourcess of waste water
1. Bed in Hospital= Nos @ 500
liter per bed (DPCC norm)= Liter
2. Employee in Hospital = nos @
40 liter per employee= Liter
3. Hostels- Persons = nos @ 150
liters per person. = Liter
4. Kitchen Meals= nos@ 10 liter
per meal = Liter
So, Total Quantity of discharge:
--------- liter per day
Health
Stream Literature Summary - Issue 46 - June 2007
The
treatment of hospital waste water: an appraisal
Pauwels,
B. and Verstraete, W. (2006) Journal of Water & Health, 4 (4)
405-416.
PRE TREATMENT:
Chemical treatment usually involves the use of 1% sodium hypochlorite solution with a minimum contact period of 30 min or other standard disinfectants like, 10-14 gm of bleaching powder in 1 l water, 70% ethanol, 4% formaldehyde, 70% isopropyl alcohol, 2 5% povidone iodine, or 6% hydrogen peroxide
Primary treatment
Consists of temporarily holding the sewage in a basin where the settled and floating materials are removed and the remaining liquid subjected to secondary treatment. Primary treatment usually removes from 30 to 40% of the BOD. After this treatment the BOD and COD levels usually comes down to 25% of its initial levels.
Secondary treatment
Removes the dissolved and suspended biological matter and is typically performed by indigenous, water borne microorganisms in a managed habitat. This treatment uses microbial degradation, aerobic or anaerobic, to reduce the concentration of the organic compounds. The combined use of primary and secondary treatment reduces approximately 80 to 90% of the BOD. In this stage, there is settling down of the suspended solid contents of the biological waste as thick slurry called sludge, while the treated fluid undergoes tertiary treatment. Through this process, 95% of the pollutants from the waste water are removed.
Tertiary treatment
Uses chemicals to remove inorganic compounds and pathogens. This is the final stage of treatment where the effluent after secondary treatment first is mixed with sodium hypochlorite and then the effluent is passed through dual media filter (DMF) and activated carbon filter (ACF) where sand, anthracite, and activated carbon are used as filtration media. Finally, the treated water is let into a small well to recharge the water table. This treated waste water now can be used for gardening, toilets, and laundry purposes. [15]
Primary treatment
Consists of temporarily holding the sewage in a basin where the settled and floating materials are removed and the remaining liquid subjected to secondary treatment. Primary treatment usually removes from 30 to 40% of the BOD. After this treatment the BOD and COD levels usually comes down to 25% of its initial levels.
Secondary treatment
Removes the dissolved and suspended biological matter and is typically performed by indigenous, water borne microorganisms in a managed habitat. This treatment uses microbial degradation, aerobic or anaerobic, to reduce the concentration of the organic compounds. The combined use of primary and secondary treatment reduces approximately 80 to 90% of the BOD. In this stage, there is settling down of the suspended solid contents of the biological waste as thick slurry called sludge, while the treated fluid undergoes tertiary treatment. Through this process, 95% of the pollutants from the waste water are removed.
Tertiary treatment
Uses chemicals to remove inorganic compounds and pathogens. This is the final stage of treatment where the effluent after secondary treatment first is mixed with sodium hypochlorite and then the effluent is passed through dual media filter (DMF) and activated carbon filter (ACF) where sand, anthracite, and activated carbon are used as filtration media. Finally, the treated water is let into a small well to recharge the water table. This treated waste water now can be used for gardening, toilets, and laundry purposes. [15]
