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Accepted Papers - 3.pdf - UNESCO

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3. Sewage Water Recycling System<br />

The objective of industrial liquid Sewage<br />

treatment plant (STP) is to treat the canteen waste<br />

and sewage from the power plants to meet<br />

environmental regulations and use the treated water<br />

for horticulture, thus reducing the load on the raw<br />

water from the river and the residue for land filling<br />

as a manure.<br />

In NALCO CPP, for an employee strength of<br />

3000 (including Contract worker) and for nearly 100<br />

quarters in the Vidyut Nagar Township around 18<br />

M 3 /hr sewage water is generated. The internal<br />

canteen and kiosks are generating around 3 M 3 /hr<br />

of canteen waste. The sewage Water recycling<br />

system is installed to recycle back 8 M 3 /hr of water<br />

from this area .<br />

After primary treatment at the source of their<br />

generation of the canteen waste by Garbodrain ,<br />

the effluents are sent to the STP for further treatment<br />

along with the sewage. The composite liquid effluent<br />

treatment plant has been designed to treat all liquid<br />

effluents, which originate within the power station<br />

and re-circulation of the treated effluent for various<br />

plant uses mainly for coal yard fire quenching and<br />

Horticulture purpose. The Capacity of the system<br />

is as below -<br />

a) FLOW :<br />

i) Canteen Waste - 3 M3 / hr<br />

ii) Sewage Flow - 18 M3 / hr<br />

Total - 21 M3 / hr<br />

b) RAW EFFLUENT CHARACTERISTICS :<br />

i) Canteen Waste Water<br />

BOD 500 mg/lit<br />

SS 600 mg/lit<br />

Oil & Grease 50 – 100 mg / lit<br />

ii) Combined Waste Water<br />

BOD 600 mg/lit<br />

SS 1000 - 1500 mg/lit<br />

Oil & Grease 600 mg / lit<br />

410<br />

c)TREATED EFFLENT CHARACTERISTICS:<br />

pH 7 – 7.5<br />

BOD < 30 mg/lit<br />

COD < 250 mg /Lit<br />

SS 100 mg/lit<br />

Oil & Grease < 10 mg / lit<br />

DO 0.20 mg/ Lit<br />

Residual Free Chlorine 1 mg/ Lit<br />

Process Description<br />

The canteen waste is processed through a<br />

GARBODRAIN, where the screened solids, grits<br />

and other kitchen waste are ground and then led to<br />

the BAR SCREEN –I. There, the Canteen<br />

wastewater is screened off and the floating matter<br />

is collected in a channel fitted with fine bar screen.<br />

The bar Screen consists of equispaced parallel bars<br />

inclined to horizontal. The screenings arrested on<br />

Bar Screens are raked manually at intervals. The<br />

raked screenings are collected on perforated<br />

platform to allow effluent to drip in to the channels.<br />

The semi-dried screenings are then carted out for<br />

land filling or incinerated. The canteen waste water<br />

is then conveyed to the GRIT REMOVAL<br />

CHANNEL, designed to remove grit consisting of<br />

sand, gravel or other heavy solids. The GRIT<br />

REMOVAL CHANNEL constructed in RCC is<br />

designed to maintain horizontal velocity close to<br />

0.6 m/sec. so as to settle the grit particles to bottom<br />

of the channel. Settled grits are scooped manually<br />

from bottom and collected in a wheel barrow and<br />

disposed off as land filling. The degrited canteen<br />

waste water is then passed to OIL REMOVAL<br />

UNIT for removal of oil. It consists of baffles and<br />

an Oil skimming pipe to skim off the floating oil<br />

into an oil drum.<br />

The raw sewage along with preliminary treated<br />

canteen waste water is screened Off in the BAR<br />

SCREEN-II .As in BAR SCREEN -1,,the<br />

screenings are arrested on bar screen and raked<br />

manually at interval depending on clogging frequency.<br />

The raked screenings are collected on perforated<br />

platform to allow sewage to drip in to the channels.<br />

The semidried screenings are then carted out for<br />

land filing or incinerated. The waste water is then

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