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India's Leading Super Specialty Hospital & Medical Research Center
         

 

Overview

Plant Capacity : 1000 M3 / Day

Process Involved : Activated Sludge Process Type : Extended Aeration System

Steps Involved in Treatment Process,

  1. Bar Screen: To remove floating objects which are harmful to the pumps & other machineries

  2. Grit chamber cum oil & grease trap: To remove grit floating matter oil & grease which gets coated its carrying capacity &also it prevents transfer of oxygen in the STP. Detention time is 15 minutes.

  3. Pump House : 2 nos. of Raw effluent pumps (each of capacity 44 M3 /hr @ 10m head)  2 nos. return storage pumps (each of capacity 44 M3 /hr @ 10m head)

  4. Aeration tanks: Biological process takes place in aeration tank which are used to convert the finely divided and dissolved organic matter in wastewater into flocculant settleable solids.
    The biological process selected to remove organic matter is called Activated Sludge  Process. The aeration tank is equipped with aerators to transfer atmospheric oxygen to sewage. The sewage is aerated in the aeration tanks with the help of surface aerators round the clock to build up necessary biological system.

  5. Secondary Clarifier: To achieve remove of biological solid and its return to aeration tank the settled sludge will be collected in a hopper of the clarifier and pumped back to aeration tank with the help of return sludge pumps. When the concentration of solids in the aeration tank exceeds 4000 mg/lit, part of this sludge is sent to sludge drying beds for dewatering.

  6. Treated sewage chlorination: The clear overflow form the clarifier is collected in a sump and either used for gardening or disposed off in the strom drain after proper chlorination which disinfects treated sewage

  7. Sludge Drying Beds : For dewatering the excess sludge, sludge-drying beds are provided. While water passes through' it, which is collected through drains and taken back to aeration tank.

  8. Effluent Disposable Pumps: Treated sewage after chlorination shall be pumped for gardening in Hospital Complex .covering 6 acres and in J. N. Medical College covering 15 acres.

Untreated & Treated Hospital Waste Water Characteristics

 

Sr. No.

Parameter Untreated Sewage Characteristics Treated Sewage Characteristics On Land Irrigation Limits given by KSPCB

1

Color & Odour Brown & Objectionable Colorless & Odorless Colorless & Odorless

2

Suspended Solids 370 mg/lit 130 mg/lit 200 mg/lit

3

Conductivity 2500-3000 596 2250

4

pH 8-10 7.15 6-8.5

5

Oil & Grease 50 mg/lit 8.00 mg/lit 10.00 mg/lit

6

BOD @ 27o  C 250 mg/lit 64.0 mg/lit 100 mg/lit

7

Boron 2.1 mg/lit 1.12 mg/lit 2.00 mg/lit

8

Sodium Absorption Ratio 4.51 1.38 18.00

9

Chloride 337 mg/lit 96.0 mg/lit 350.0 mg/lit

10

Sulphate 67.0 mg/lit 62.0 mg/lit 1000 mg/lit
 
         

 

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