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Dams
Guided by:
Respected
Prof. H.S. Goliya Sir
Created by:
Mr. Nitesh Agrawal
Mr. Rahil Gupta
What is Dam??
A dam is a barrier that impounds water or
underground streams. Dams generally serve the
primary purpose of retaining water, while other
structures such as floodgates or levees (also
known as dikes) are used to manage or prevent
water flow into specific land regions. Hydropower
and pumped-storage hydroelectricity are often
used in conjunction with dams to provide clean
electricity for millions of consumers. It can also be
used to collect water or for storage of water which
can be evenly distributed between locations.
Several Types of dams
 Saddle dam
 Overflow dam
 Check dam
 Wing dam
 Dry dam
 Diversionary dam
 Arch-Gravity dam
 Coffer dam
 Steel dam
 A saddle dam is an auxiliary dam constructed to confine the
reservoir created by a primary dam either to permit a higher
water elevation and storage or to limit the extent of a
reservoir for increased efficiency.
 An overflow dam is designed to be over topped. A weir is a
type of small overflow dam that are often used within a river
channel to create an impoundment lake for water abstraction
purposes and which can also be used for flow measurement.
 A check dam is a small dam designed to reduce flow velocity
and control soil erosion.
 Conversely, a wing dam is a structure that only partly
restricts a waterway, creating a faster channel that resists
the accumulation of sediment.
 A dry dam is a dam designed to control flooding. It normally
holds back no water and allows the channel to flow freely,
except during periods of intense flow that would otherwise
cause flooding downstream.
Arch dams
In the arch dam, stability is obtained by
a combination of arch and gravity
action. If the upstream face is vertical
the entire weight of the dam must be
carried to the foundation by gravity,
while the distribution of the normal
hydrostatic pressure between vertical
cantilever and arch action will depend
upon the stiffness of the dam in a
vertical and horizontal direction.
(In Back Gordon Dam, Tasmaniais an
arch dam.)
In a gravity dam, stability is secured by making it
of such a size and shape that it will resist
overturning, sliding and crushing at the toe. The
dam will not overturn provided that the moments
around the turning point, caused by the water
pressure is smaller than the moment caused by
the weight of the dam.
(In back Gilboa Dam in the Catskill Mountains of New York
State , is an example of a “solid ”Gravity Dam)
Cofferdams
 A cofferdam is a (usually temporary)
barrier constructed to exclude water
from an area that is normally
submerged. Made commonly of wood,
concrete or steel sheet piling,
cofferdams are used to allow
construction on the foundation of
permanent dams, bridges, and similar
structures
Steel dams
A steel dam is a type of dam briefly experimented with in
around the turn of the 19th-20th Century which uses steel
plating (at an angle) and load bearing beams as the
structure. Intended as permanent structures, steel dams
were an (arguably failed) experiment to determine if a
construction technique could be devised that
( in back Red Ridge steel dam, b. 1905, Michigan)
Construction elements
 Power generation plant
Most hydroelectric power comes from the
potential energy of dammed water driving a water
turbine and generator; to boost the power generation
capabilities of a dam, the water may be run through a
large pipe called a penstock before the turbine. A
variant on this simple model uses pumped storage
hydroelectricity to produce electricity to match periods
of high and low demand, by moving water between
reservoirs at different elevations. At times of low
electrical demand, excess generation capacity is used
to pump water into the higher reservoir. When there is
higher demand, water is released back into the lower
reservoir through a turbine. (For example see
Dinorwic Power Station.)
 Spillways
A spillway is a section of a dam designed to pass
water from the upstream side of a dam to the downstream
side. Many spillways have floodgates designed to control
the flow through the spillway. Types of spillway include: A
service spillway or primary spillway passes normal flow. An
auxiliary spillway releases flow in excess of the capacity of
the service spillway. An emergency spillway is designed for
extreme conditions, such as a serious malfunction of the
service spillway.
Dam creation
 Common purposes
1. Power generation
2. Water supply
3. Flood prevention
4. Water diversion
5. Recreation and aquatic beauty
1. Power generation
 Example
Hydroelectric power is a major source of electricity
in the world. Many countries that have rivers with
adequate water flow, that can be dammed for
power generation purposes. For example, the
Itaipu on the Paraná River in South America
generates 14 GW and supplied 93% of the
energy consumed by Paraguay and 20% of that
consumed by Brazil as of 2005.
2. Water supply
 Example
Many urban areas of the world are supplied
with water abstracted from rivers pent up behind
low dams or weirs. Examples include London -
with water from the River Thames and Chester
with water taken from the River Dee. Other major
sources include deep upland reservoirs contained
by high dams across deep valleys such as the
Claerwen series of dams and reservoirs.
3. Flood prevention
 Example
Dams such as the Blackwater dam of
Webster, New Hampshire and the Delta Works
are created with flood control in mind.
4. Water diversion
 Example
A typically small dam used to divert water for
irrigation, power generation, or other uses, with
usually no other function. Occasionally, they are
used to divert water to another drainage or
reservoir to increase flow there and improve
water use in that particular area.
5. Recreation and aquatic
beauty
 Example
Dams built for any of the above purposes may
find themselves displaced by time of their original
uses. Nevertheless the local community may have
come to enjoy the reservoir for recreational and
aesthetic reasons. Often the reservoir will be placid
and surrounded by greenery, and convey to visitors a
natural sense of rest and relaxation.
Location:
One of the best places for building a dam is a
narrow part of a deep river valley; the valley
sides can then act as natural walls. The
primary function of the dam's structure is to fill
the gap in the natural reservoir line left by the
stream channel.
Significant other engineering and engineering
geology considerations when building a dam include:
permeability of the surrounding rock or soil
earthquake faults
landslides and slope stability
water table
peak flood flows
reservoir silting
environmental impacts on river fisheries, forests and
wildlife (see also fish ladder)
impacts on human habitations
compensation for land being flooded as well as
population resettlement
removal of toxic materials and buildings from the
proposed reservoir area
Advantage of building dam:
 prevent flooding in lower course
 produce hydroelectric power for
economic and industrial development
 better for irrigation
 improve water transport ,-attract
tourists
Disadvantage of building dams:
it's very expensive
many people have to move
upper-middle course will be floode
historical sites will be flooded
collapse of the dam may cause great
damage
the living enviornment of animals and
fishes will be destroyed in the lower
course
Dam failure
 The main causes of dam failure include spillway
design error (South Fork Dam), geological
instability caused by changes to water levels
during filling or poor surveying (Vajont Dam,
Malpasset), poor maintenance, especially of
outlet pipes (Lawn Lake Dam, Val di Stava Dam
collapse), extreme rainfall (Shakidor Dam), and
human, computer or design error (Buffalo Creek
Flood, Dale Dike Reservoir, Taum Sauk pumped
storage plant).
Dams

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Dams

  • 1. Dams Guided by: Respected Prof. H.S. Goliya Sir Created by: Mr. Nitesh Agrawal Mr. Rahil Gupta
  • 2. What is Dam?? A dam is a barrier that impounds water or underground streams. Dams generally serve the primary purpose of retaining water, while other structures such as floodgates or levees (also known as dikes) are used to manage or prevent water flow into specific land regions. Hydropower and pumped-storage hydroelectricity are often used in conjunction with dams to provide clean electricity for millions of consumers. It can also be used to collect water or for storage of water which can be evenly distributed between locations.
  • 3. Several Types of dams  Saddle dam  Overflow dam  Check dam  Wing dam  Dry dam  Diversionary dam  Arch-Gravity dam  Coffer dam  Steel dam
  • 4.  A saddle dam is an auxiliary dam constructed to confine the reservoir created by a primary dam either to permit a higher water elevation and storage or to limit the extent of a reservoir for increased efficiency.  An overflow dam is designed to be over topped. A weir is a type of small overflow dam that are often used within a river channel to create an impoundment lake for water abstraction purposes and which can also be used for flow measurement.  A check dam is a small dam designed to reduce flow velocity and control soil erosion.  Conversely, a wing dam is a structure that only partly restricts a waterway, creating a faster channel that resists the accumulation of sediment.  A dry dam is a dam designed to control flooding. It normally holds back no water and allows the channel to flow freely, except during periods of intense flow that would otherwise cause flooding downstream.
  • 5. Arch dams In the arch dam, stability is obtained by a combination of arch and gravity action. If the upstream face is vertical the entire weight of the dam must be carried to the foundation by gravity, while the distribution of the normal hydrostatic pressure between vertical cantilever and arch action will depend upon the stiffness of the dam in a vertical and horizontal direction. (In Back Gordon Dam, Tasmaniais an arch dam.)
  • 6. In a gravity dam, stability is secured by making it of such a size and shape that it will resist overturning, sliding and crushing at the toe. The dam will not overturn provided that the moments around the turning point, caused by the water pressure is smaller than the moment caused by the weight of the dam. (In back Gilboa Dam in the Catskill Mountains of New York State , is an example of a “solid ”Gravity Dam)
  • 7. Cofferdams  A cofferdam is a (usually temporary) barrier constructed to exclude water from an area that is normally submerged. Made commonly of wood, concrete or steel sheet piling, cofferdams are used to allow construction on the foundation of permanent dams, bridges, and similar structures
  • 8. Steel dams A steel dam is a type of dam briefly experimented with in around the turn of the 19th-20th Century which uses steel plating (at an angle) and load bearing beams as the structure. Intended as permanent structures, steel dams were an (arguably failed) experiment to determine if a construction technique could be devised that ( in back Red Ridge steel dam, b. 1905, Michigan)
  • 9. Construction elements  Power generation plant Most hydroelectric power comes from the potential energy of dammed water driving a water turbine and generator; to boost the power generation capabilities of a dam, the water may be run through a large pipe called a penstock before the turbine. A variant on this simple model uses pumped storage hydroelectricity to produce electricity to match periods of high and low demand, by moving water between reservoirs at different elevations. At times of low electrical demand, excess generation capacity is used to pump water into the higher reservoir. When there is higher demand, water is released back into the lower reservoir through a turbine. (For example see Dinorwic Power Station.)
  • 10.  Spillways A spillway is a section of a dam designed to pass water from the upstream side of a dam to the downstream side. Many spillways have floodgates designed to control the flow through the spillway. Types of spillway include: A service spillway or primary spillway passes normal flow. An auxiliary spillway releases flow in excess of the capacity of the service spillway. An emergency spillway is designed for extreme conditions, such as a serious malfunction of the service spillway.
  • 11. Dam creation  Common purposes 1. Power generation 2. Water supply 3. Flood prevention 4. Water diversion 5. Recreation and aquatic beauty
  • 12. 1. Power generation  Example Hydroelectric power is a major source of electricity in the world. Many countries that have rivers with adequate water flow, that can be dammed for power generation purposes. For example, the Itaipu on the Paraná River in South America generates 14 GW and supplied 93% of the energy consumed by Paraguay and 20% of that consumed by Brazil as of 2005.
  • 13. 2. Water supply  Example Many urban areas of the world are supplied with water abstracted from rivers pent up behind low dams or weirs. Examples include London - with water from the River Thames and Chester with water taken from the River Dee. Other major sources include deep upland reservoirs contained by high dams across deep valleys such as the Claerwen series of dams and reservoirs.
  • 14. 3. Flood prevention  Example Dams such as the Blackwater dam of Webster, New Hampshire and the Delta Works are created with flood control in mind.
  • 15. 4. Water diversion  Example A typically small dam used to divert water for irrigation, power generation, or other uses, with usually no other function. Occasionally, they are used to divert water to another drainage or reservoir to increase flow there and improve water use in that particular area.
  • 16. 5. Recreation and aquatic beauty  Example Dams built for any of the above purposes may find themselves displaced by time of their original uses. Nevertheless the local community may have come to enjoy the reservoir for recreational and aesthetic reasons. Often the reservoir will be placid and surrounded by greenery, and convey to visitors a natural sense of rest and relaxation.
  • 17. Location: One of the best places for building a dam is a narrow part of a deep river valley; the valley sides can then act as natural walls. The primary function of the dam's structure is to fill the gap in the natural reservoir line left by the stream channel.
  • 18. Significant other engineering and engineering geology considerations when building a dam include: permeability of the surrounding rock or soil earthquake faults landslides and slope stability water table peak flood flows reservoir silting environmental impacts on river fisheries, forests and wildlife (see also fish ladder) impacts on human habitations compensation for land being flooded as well as population resettlement removal of toxic materials and buildings from the proposed reservoir area
  • 19. Advantage of building dam:  prevent flooding in lower course  produce hydroelectric power for economic and industrial development  better for irrigation  improve water transport ,-attract tourists
  • 20. Disadvantage of building dams: it's very expensive many people have to move upper-middle course will be floode historical sites will be flooded collapse of the dam may cause great damage the living enviornment of animals and fishes will be destroyed in the lower course
  • 21. Dam failure  The main causes of dam failure include spillway design error (South Fork Dam), geological instability caused by changes to water levels during filling or poor surveying (Vajont Dam, Malpasset), poor maintenance, especially of outlet pipes (Lawn Lake Dam, Val di Stava Dam collapse), extreme rainfall (Shakidor Dam), and human, computer or design error (Buffalo Creek Flood, Dale Dike Reservoir, Taum Sauk pumped storage plant).