
The water treatment plant will treat
raw water coming through 26.5 Km tunnel
from Melamchi River for the Melamchi
water supply project. The ultimate
capacity of the water treatment plant
will be 510 mld. The plant will be
developed in three phases, each of
170 Ml/d.
The second stage will be accomplished
by duplicating the major facilities
of the initial phase, and the third
phase will comprise mainly performance
enhancements and increased design
loading on the facilities constructed
under phases 1 and 2.
As the first phase of WTP project,
the detailed design of the WTP capacity
will be done for 170 mld with provision
of the future expansion. The design
of phase 1 allows for the complete
development of the site over the three
phases, and some facilities are, therefore,
sized for the ultimate capacity. The
treated water will then be served
to the 1.1 million population of Kathmandu
Valley.
The water treatment plant is to be
located near Mahankal, a village on
the left bank of the Bagmati River
about 12 km northeast of Kathmandu
city at an elevation of approximately
1400 m, such that the plant will be
able to distribute treated water by
gravity to existing and proposed storage
reservoirs in the Valley. A conventional
treatment process is proposed and
which includes pre-treatment, sedimentation,
lime dosing, rapid sand filtration
and disinfection.
The project is funded by the Japan
Bank for International Co-operation
(JBIC), and comprises the construction
of the works for the water treatment
plant at Sundarijal to be constructed
as part of the Melamchi Water Supply
Project for Kathmandu.
The work under this Contract will
include, but will not be limited to,
furnishing all labour, materials,
appurtenances, tools, equipment and
construction technology necessary
for the Melamchi Water Supply Project,
Contract No. WTP/01, Construction
of Water Treatment Plant at Sundarijal
and which includes both civil and
electrical/mechanical work to construct:
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the connection
to the pipeline laid under the
Melamchi Diversion Scheme (MDS)
from the end of the tunnel to
near the water treatment plant; |
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the treatment plant which will
have an initial capacity of 170
Ml/d is designed to be extended
to 510 Ml/d. The work includes
the reception chamber, mini-hydro
power generation, distribution
chamber, flocculation basins,
sedimentation basins, filtration
units, pipe gallery, clear water
reservoir, sludge lagoons, Central
Building Complex comprising chemical
facilities, maintenance facilities
and administration facilities
and on-site pipework; |
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the treated water transmission
main from the treatment plant
to the connection with the bulk
distribution system (BDS); |
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all ancillary works including
roads and site works; and |
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testing, commissioning and
training of MWSDB (or other designated)
personnel for the works under
the Contract. |
Objective of the
WTP
The main objective of the Water
Treatment Plant is to treat raw water
from the Melamchi Khola to potable
standards according to the current
World Health Organization Guidelines.
Planning and design of the Water Treatment
Plant shall take in to account for
the proposed future expansion of capacity.
Upstream of the Water Treatment Plant
is the Melamchi Diversion Scheme and
downstream of the WTP is the Bulk
Distribution system.
The ideal treatment plant comprise
of the following components or equivalent:
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Raw Water regulation
basin; |
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Pre-treatment work which consists
mainly of aeration by cascade
method; |
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Chemical dosing facility. Main
chemicals are alum and lime; |
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Flocculation tank; |
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Sedimentation tank; |
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Rapid sand filter; |
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Chlorination facility; |
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Treated water storage tank; |
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Backwash system; |
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Sludge thickener; |
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Sludge lagoons; |
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Chemical building; |
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Administrative building; |
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Access around the WTP from
a local access road. |
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