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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

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