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KAUSWALA TAUSIF F
ASSISTANT PROFESSOR
CIVIL DEPT
ADIT
 DAMS
 ADVANTAGES AND DISADVANTAGES
 STRUCTURE OF DAMS- ITS
TERMINOLOGIES
 CLASSIFICATION OF DAMS
 Dam is a solid barrier constructed at a
suitable location across a river valley to store
flowing water.
 Storage of water is utilized for following objectives:
 Hydropower
 Irrigation
 Water for domestic consumption
 Drought and flood control
 For navigational facilities
 Other additional utilization is to develop
fisheries
STRUCTURE AND TERMINOLOGIES
Heel
Gallery
Toe
Spillway
(inside dam)
Crest
NWL
Normal
water level
MWL
Max. level
Free board
Sluice way
Upstream Down stream
 Heel: contact with the ground on the
upstream side
 Toe: contact on the downstream side
 Abutment: Sides of the valley on which the
structure of the dam rest
 Galleries: small rooms like structure left
within the dam for checking operations.
GALLERY IN DAMS
 Diversion tunnel: Tunnels are constructed for
diverting water before the construction of dam. This
helps in keeping the river bed dry.
 Spillways: It is the arrangement near the top to
release the excess water of the reservoir to
downstream side
 Sluice way: An opening in the dam near the ground
level, which is used to clear the silt accumulation in
the reservoir side.
SPILL WAY
 These dams are
heavy and massive
wall-like structures
of concrete in
which the whole
weight acts
vertically
downwards
Reservoir
Force
As the entire load is transmitted on the small area of
foundation, such dams are constructed where rocks
are competent and stable.
 Bhakra Dam is the
highest Concrete
Gravity dam in Asia
and Second Highest in
the world.
 Bhakra Dam is across
river Sutlej in Himachal
Pradesh
 The construction of this
project was started in
the year 1948 and was
completed in 1963 .
• It is 740 ft. high above the deepest foundation as straight concrete dam being more than
three times the height of Qutab Minar.
• Length at top 518.16 m (1700 feet); Width at base 190.5 m (625 feet), and at the top is 9.14
m (30 feet)
• Bhakra Dam is the highest Concrete Gravity dam in Asia and Second Highest in the
world.
 Buttress Dam – Is a
gravity dam
reinforced by
structural supports
 Buttress - a support
that transmits a force
from a roof or wall to
another supporting
structure
This type of structure can be considered even if the
foundation rocks are little weaker
 These type of dams are
concrete or masonry dams
which are curved or
convex upstream in plan
 This shape helps to
transmit the major part of
the water load to the
abutments
 Arch dams are built across
narrow, deep river gorges,
but now in recent years
they have been considered
even for little wider
valleys.
Arch Dams:
 They are trapezoidal in
shape
 Earth dams are
constructed where the
foundation or the
underlying material or
rocks are weak to support
the masonry dam or
where the suitable
competent rocks are at
greater depth.
 Earthen dams are
relatively smaller in
height and broad at the
base
 They are mainly built with
clay, sand and gravel,
hence they are also known
as Earth fill dam or Rock
fill dam
Introduction of dams

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Introduction of dams

  • 1. KAUSWALA TAUSIF F ASSISTANT PROFESSOR CIVIL DEPT ADIT
  • 2.
  • 3.  DAMS  ADVANTAGES AND DISADVANTAGES  STRUCTURE OF DAMS- ITS TERMINOLOGIES  CLASSIFICATION OF DAMS
  • 4.  Dam is a solid barrier constructed at a suitable location across a river valley to store flowing water.  Storage of water is utilized for following objectives:  Hydropower  Irrigation  Water for domestic consumption  Drought and flood control  For navigational facilities  Other additional utilization is to develop fisheries
  • 5.
  • 6.
  • 7.
  • 8.
  • 10. Heel Gallery Toe Spillway (inside dam) Crest NWL Normal water level MWL Max. level Free board Sluice way Upstream Down stream
  • 11.  Heel: contact with the ground on the upstream side  Toe: contact on the downstream side  Abutment: Sides of the valley on which the structure of the dam rest  Galleries: small rooms like structure left within the dam for checking operations.
  • 13.
  • 14.  Diversion tunnel: Tunnels are constructed for diverting water before the construction of dam. This helps in keeping the river bed dry.  Spillways: It is the arrangement near the top to release the excess water of the reservoir to downstream side  Sluice way: An opening in the dam near the ground level, which is used to clear the silt accumulation in the reservoir side.
  • 16.
  • 17.
  • 18.
  • 19.
  • 20.
  • 21.
  • 22.
  • 23.
  • 24.
  • 25.  These dams are heavy and massive wall-like structures of concrete in which the whole weight acts vertically downwards Reservoir Force As the entire load is transmitted on the small area of foundation, such dams are constructed where rocks are competent and stable.
  • 26.  Bhakra Dam is the highest Concrete Gravity dam in Asia and Second Highest in the world.  Bhakra Dam is across river Sutlej in Himachal Pradesh  The construction of this project was started in the year 1948 and was completed in 1963 . • It is 740 ft. high above the deepest foundation as straight concrete dam being more than three times the height of Qutab Minar. • Length at top 518.16 m (1700 feet); Width at base 190.5 m (625 feet), and at the top is 9.14 m (30 feet) • Bhakra Dam is the highest Concrete Gravity dam in Asia and Second Highest in the world.
  • 27.
  • 28.
  • 29.
  • 30.
  • 31.
  • 32.  Buttress Dam – Is a gravity dam reinforced by structural supports  Buttress - a support that transmits a force from a roof or wall to another supporting structure This type of structure can be considered even if the foundation rocks are little weaker
  • 33.
  • 34.  These type of dams are concrete or masonry dams which are curved or convex upstream in plan  This shape helps to transmit the major part of the water load to the abutments  Arch dams are built across narrow, deep river gorges, but now in recent years they have been considered even for little wider valleys. Arch Dams:
  • 35.
  • 36.
  • 37.
  • 38.  They are trapezoidal in shape  Earth dams are constructed where the foundation or the underlying material or rocks are weak to support the masonry dam or where the suitable competent rocks are at greater depth.  Earthen dams are relatively smaller in height and broad at the base  They are mainly built with clay, sand and gravel, hence they are also known as Earth fill dam or Rock fill dam