Intake structures

S.K. Patil
Associate Professor
Civil Engineering Department
www.skpatil.com
INTAKE STRUCTURES

WHAT IS AN INTAKE STRUCTURE ?
 The basic function of intake structure is to help
in safely withdrawing water from the source and
then to discharge this water in to the withdrawal
conduit, through which it reaches the water
treatment plant.
 It is constructed at the entrance of the withdrawal
pipe and thereby protecting it from being clogged by
debris.
 Some times from reservoirs where gravity flow is
possible, water is directly transmitted to the
treatment through intake structure.

INTAKE STRUCTURE
 Submerged Intake Structure

SELECTING LOCATION OF INTAKE
STRUCTURE
 Site should be near the treatment plant to reduce
conveyance cost.
 Intake must be located in the purer zone of the source
so that best quality water is withdrawn from source to
reduce the load on the treatment plant.
 Intake must never be located in the vicinity of waste
water disposal point.
 Intake must never be located near the navigation
channels so as to reduce chances of pollution due to
waste discharge from ships.
 The site should be such as to permit greater withdrawal

SELECTING LOCATION OF INTAKE
STRUCTURE
 Intake must be located at a place from where it can
draw water even during the driest period of the
year.
 The intake site should remain easily accessible
during floods and should not get flooded.
 In meandering rivers, the intakes should not be
located on curves or atleast on sharp curves.

TYPES OF INTAKES
 Simple Submerged Intakes
 Intake Towers
 Medium Sized River Intake Structures
 Canal Intakes
 Intakes for sluice ways of dams

SUBMERGED INTAKE
 Simple concrete block supporting the starting
end of the withdrawal pipe.
 Covered by screen to prevent the entry of
debris etc
 Chances of siltation: Elevated 2 to 2.5m above
the lake bed level to avoid entry of silt.
 They are cheap & do not obstruct navigation
 Widely used for small water supply projects
drawing water from streams or lakes having a
little change in water level through out year.
 Limitation: Not easily accessible for cleaning
& repairing.

INTAKE TOWERS
 They are widely used on large water supply projects drawing water
from rivers or reservoirs having large change in water level.
 Gate controlled openings called Ports are provided at various levels
in these concrete towers to regulate the flow.
 If the entry ports are submerged at all levels, there is no problem of
any clogging or damage by debris etc.
 There are two major types of intake towers:
(a) Wet intake towers
(b) Dry intake towers

DRY INTAKE TOWERS
 The water is directly drawn in to the withdrawal
conduit through the gated entry ports.
 It has no water inside the tower if its gates are
closed.
 When the entry ports are closed, a dry intake tower
will be subjected to additional buoyant forces.
 Hence it must be of heavier construction than wet
intake tower.
 They are useful since water can be withdrawn from
any selected level of the reservoir by opening the

WET INTAKE TOWERS
 It consist of a concrete circular shell filled with water
up to the reservoir level and has a vertical inside
shaft which is connected to the withdrawal pipe.
 The withdrawal pipe may lie over the bed of the
rivers or may be in the form of tunnels below the
river bed.
 Openings are made in to the outer concrete shell as
well as, in to the inside shaft.
 Gates are usually placed on the shaft, so as to
control the flow of water in to the shaft and the
withdrawal conduit.
 The water coming out of the withdrawal pipe may
be taken to pump house for lift (if treatment plant is

MEDIUM SIZED RIVER INTAKE STRUCTURES
 They are generally constructed for withdrawing
water from almost all rivers.
 They can be classified in to two types
(1) Twin well type of intake structure
(2) Single well type of intake structure

TWIN WELL TYPE INTAKES
 They are constructed on almost all types of rivers, where the river
water hugs the river bank.
 A typical river intake structure consists of 3 components:
(a) An inlet well
(b) An inlet pipe (intake pipe)
(c) A jack well
 Inlet well is usually circular in c/s, made of masonry or concrete.
 Inlet pipe connects inlet well with jack well. It has a min dia of
45cm, laid at slope of 1 in 200. Flow velocity through it<1.2m/s
 Water entering jack well is lifted by pumps & fed into the rising
main
 Jack well should be founded on hard strata having B.C> 450 kN/m2.

SINGLE WELL TYPE INTAKES
 No inlet well & inlet pipe in this type of river intake.
 Opening or ports fitted with bar screens are
provided in the jack well itself.
 The sediment entering will usually be less, since
clearer water will enter the off-take channel.
 The silt entering the jack well will partly settle down
in the bottom silt zone of jack well or may be lifted
up with the pumped water since pumps can easily
lift sedimented water.
 The jack well can be periodically cleaned manually,
by stopping the water entry in to the well.

INTAKES FOR SLUICE WAYS OF DAMS

Intake structures

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