Accepted Papers - 3.pdf - UNESCO
Accepted Papers - 3.pdf - UNESCO
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