Oct - Dec 2009 • Vol. No. 32 Issue No. 2 • - L&T Construction
Oct - Dec 2009 • Vol. No. 32 Issue No. 2 • - L&T Construction
Oct - Dec 2009 • Vol. No. 32 Issue No. 2 • - L&T Construction
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Raw water receiving cum distribution<br />
chamber<br />
The receiving chamber is a reinforced cement<br />
concrete structure. The raw water flows through<br />
the mains of 2400mm pipes at the inlet tank of<br />
the treatment plant. The top of the chamber is<br />
accessible by the general walkway along the<br />
Clarifier distribution chamber<br />
Provision has also been made (with the help of<br />
Penstocks and RCC Channel) to bypass the clarifiers<br />
for direct feed to filters.<br />
The water from the clarifier is filtered in a battery of 18<br />
gravity-operated filters.<br />
measuring channel. The receiving chamber has The filter plant includes two rows of filters each with a<br />
been connected to the drainage system by 151.4 m² useful surface area. These are covered by a<br />
means of a wall duct with gate valve. A mild steel central gallery for housing the individual filter<br />
ladder has been provided in the chamber to consoles.<br />
access the bottom.<br />
Water from measuring channel enters the clarifier<br />
distribution chamber. The inlet and outlet of the<br />
Parameters<br />
Aquazur V filter : 18 numbers<br />
(15.14 m x 5 m twin bed)<br />
Size : 112 m x 50m x16 m<br />
distribution chambers are designed to provide Plan area : 5600 sq.m<br />
overflow in clarifier distribution box.<br />
Concrete : 7690 cu.m<br />
The Distribution Chamber has been provided with<br />
two compartments, Inlet Compartment and Overflow<br />
Compartment to reduce short-circuiting and to<br />
enable dispersion of chemicals. Each Compartment<br />
is isolated with the help of Penstocks.<br />
Raw water distribution & clarified water collection are<br />
perpendicular with respect to the sludge blanket. This<br />
clarifier is a flat bottom sludge blanket of pulsator type.<br />
Raw water feed takes place through perforated pipes at<br />
the bottom with PVC stilling plates. Air blowers are used<br />
to pulsate the water within the range of 0.6 m to 1 m<br />
using sequential short flushes & prolonged periods of<br />
rest (20 – 40 sec) alternately, hence ensuring sludge<br />
blanket expansion. Automatic sludge draw-off takes<br />
place at the sludge Blanket level. Clear water collection<br />
is through perforated V troughs at the top. Pulsators<br />
have maximum flexibility in case of variable raw water<br />
flow rate and quality of water. It has no submersible<br />
moving mechanical equipment. There is substantial<br />
saving of chemicals is achived due to strong<br />
flocculation in the sludge blanket. Sludge blanket acts<br />
as an absorbent filter which is highly efficient as far as<br />
the removal of colloids and plankton / algae are<br />
concerned .<br />
Filtration<br />
Form work : 36000 sq.m<br />
Reinforcement : 650 t<br />
Parameter Dimension Capacity<br />
Receiving Chamber 28 x25 x 4 700 sq m<br />
Main Distribution Chamber 8.5 x 7.5 x 6 63.75 sq m<br />
Parshall flume with channel 66 x 6.2 x4 409.2<br />
Design Flow 1060 mld<br />
Stage I 624 mld<br />
Stage II 436 mld<br />
Features<br />
An open channel parshall flume with ultra sonic level sensor<br />
Electrically operated penstock at the end of the chamber for the<br />
pulsator distribution chamber.<br />
Alum injection through feeder pipe ensures thorough mixing in the<br />
inlet chamber.<br />
Pre-chlorination through submerged PVC perforated pipes which<br />
are easily detachable for maintenance without disturbing the flow.<br />
PLC controlled on-line water analyzer for the measurement of<br />
ph and turbidity of the raw water.<br />
25<br />
ECC Concord <strong>Oct</strong>-<strong>Dec</strong> 09