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Research Paper & Presentation
 
Navi Mumbai Municipal Corporation
(NMMC)
 
Introduction :
In order to cater to the increasing water demand of the city of New Mumbai, Maharasjtra it was proposed to augment the treated water capacity from the treatment plant complex from 300 mld to 450 mld in the year 2010. The additional capacity required was 150 mld. The source of the raw water is Morbee reservoir, located 8 km away from plant site. The raw water is conveyed to the plant by gravity. There was severe space constraint at site. There was no space available to construct a new plant of 150 mld capacity. Hence it was proposed to enhance the capacity of treatment plant by retrofitting the various existing units of existing units by appropriate new technology with minimum structural modifications.

The existing treatment plant was constructed in the year 2008 and had two streams A and B of 150 mld capacity respectively. It was proposed to increase the capacity of Stream B from 150 mld (6250 cum/hr) to 300 mld (12500 cum/hr) by using the plant augmentation technology. The stream B consisted of 3 no of Clariflocculator and associated 20 no of Rapid sand gravity filter beds.

Detailed investigation of treatment units and facilities was carried out to verify process, hydraulic and structural parameters of the existing plant. From process point of view, there was enough redundancy in the various existing units from application of intended unit processes. The design of existing plant was found to be compatible for augmentation with minimum structural modifications.

Since the existing inlet works consisting of a Receiving Chamber, Parshall Flume and a Flash Mixer were in a dilapidated condition , it was discarded. A new Inlet works for capacity 300 mld was proposed comprising of a Receiving Chamber, Flow measuring measure weirs and three no of mechanical flash mixers.

Each of the three existing clariflocculator was proposed to be retrofitted with tube settlers to enhance the capacity to 100 mld. The surface loading rate on tube settlers was 6000 lph/sqm. The inherent deficiencies in the existing sand filter beds made the conversion into dual media filters a complex process. Hence it was decided to construct new dual media filters of 150 mld capacity in the little space that was available at site. Ten no of new high rate dual media ( Crushed coconut shell and sand media) with a rate of filtration 10,000 lph/sqm were proposed to filter the additional 150 mld water. The filters were based on Constant rate filtration with influent splitting weirs and avoided the maintenance prone Rate Controllers. The balance flow of 150 mld was to be treated by existing filters.

Since the raw water was conveyed by gravity to the plant, there was no scope of manipulating the headloss. The augmented plant was designed maintaining the same headloss as was in the existing plant. NMMC constructed a new Pure Water Sump and Pump House to pump the additional treated water to Master Balancing Reservoir.

The time required for completion of the job was one year. During performance trial in 2012, for Raw water turbidity of 20 NTU, Clarified (settled) water turbidity varied in the range of 2-5 NTU. The filtered water turbidity was found to be in the range of 0.1 to 0.2 NTU. The cost of this modification works was Rs.180 million (18 crores, 2010), which is 50% to 60% of the cost of new plant of same capacity. These techniques have a huge potential for application in this country. The resource crunch by default will be a single largest factor influencing in favor of such cost effective and efficient techniques in the near future.

Schematic Flow Sheet of NMMC Augmentation

New and Old Inlet Works

Retrofitting clarifier with tube settlers

Clarifier ready for commissioning

New Duel Media filter house

Photographs of NMMC Plant

Courtesy: Navi Mumbai Municipal Corporation
 
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