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Group Members
1. Ali Asghar 13 โ€“ C โ€“ 842
2. Hafiz Zain Akram 13 โ€“ C โ€“ 826
3. M.Farhan 13 โ€“ C โ€“ 832
DAM & RESERVOIR
STRUCTURE
INTRODUCTION
Dam
A dam is a hydraulic structure of fairly impervious material built
across a river to create a reservoir on its upstream side for
impounding water for various purposes.
Reservoir
A reservoir is a man-made lake that is primarily used for storing
water which is located at the back side of Dam.
๏ถ A dam and a reservoir are complements of each other.
A VIEW OF TARBELA DAM
Purpose of Dams
๏‚ด Generation of hydropower electricity
๏‚ด For agricultural & irrigation purposes
๏‚ด For fishery
๏‚ด To prevent the flooding
๏‚ด To diverse the water
Generation of Hydroelectric Power
Irrigation Purpose
Dam prevents flood
Water Diversion
Components of DAM
Components of Dam
Abutment
The part of a valley side (wall) against which a dam is
constructed. An artificial abutment is sometimes constructed as
a concrete gravity section, to take the thrust of an arch dam
where there is no suitable natural abutment. Right and left
abutments are those on respective sides of an observer looking
downstream.
Abutments
Components of Dam
Gallery
๏‚ง A passageway within the body of a dam or
abutment; hence the terms "grouting gallery",
"inspection gallery", and "drainage gallery".
๏‚ง A long and rather narrow hall; hence the
following terms for a power plant: "valve
gallery", "transformer gallery", and "busbar
galleryโ€
Spillway
A structure over or through which flood flows are
discharged.
โ€ข Controlled Spillway
If the flow is controlled by gates, it is called a
controlled spillway
โ€ข Uncontrolled Spillway
If the elevation of the spillway crest is the only
control, it is called an uncontrolled spillway
Fig - 1
Fig - 2
Components of Dam
Types of Spillway
๏ƒ˜ Auxiliary Spillway
๏ƒ˜ Bell mouth spillway
๏ƒ˜ Fuse Plug Spillway
๏ƒ˜ Siphon Spillway
Components of Dam
Auxiliary Spillway
A dam spillway built to carry runoff in excess of that carried by the principal
spillway; a secondary spillway designed to operate only during exceptionally
large floods. Also referred to as Emergency Spillway
Components of Dam
Bell mouth spillway
Some spillways are designed like an inverted bell so that water can
enter all around the perimeter.
Components of Dam
Fuse Plug Spillway
A fuse plug is a collapsible dam installed on spillways in dams to increase the
dam's capacity.
Components of Dam
A siphon makes use of the difference in the height between the
intake and the outlet to create a pressure difference needed to
remove excess water.
Siphon Spillway
Components of Dam
Crest: The top of the Dam. These may
in some cases be used for providing a
roadway or walkway over the dam.
Parapet walls: Low Protective walls on
either side of the roadway or walkway
on the crest.
Heel: Portion of Dam in contact with
ground or river-bed at upstream side.
Toe: Portion of dam in contact with
ground or river-bed at downstream side.
Components of Dam
Sluice way: Opening in the dam near the base,
provided to clear the silt accumulation in the
reservoir.
Free board: The space between the highest level of
water in the reservoir and the top of the dam.
Dead Storage level: Level of permanent storage
below which the water will not be withdrawn.
Components of Dam
Energy Dissipation
components + Foundation
Treatments of DAM
Components of Dam
Energy Dissipation
Stilling Basin
A basin constructed to dissipate the energy of fast-flowing water,
e.g., from a spillway or outlet, to prevent undercutting of the dam
and to protect the streambed from erosion.
๏ถ In latest techniques some spillways are design in such a
manner that do not required stilling basin.
Example: Ohio Dam USA
Stilling Basin Hydraulic Jump
Downstream of Ohio Dam Spillway
Components of Dam
Energy Dissipation
Stilling Basin Continueโ€ฆ
Certain auxiliary devices are usually provided in stilling basins to
reduce the length of the jump.
(1) Chute Blocks
(2) Baffle walls
(3) Sills
๏ถ These devices also improve the dissipation action of the basin
& stabilize the jump.
Components of Dam
Energy Dissipation
Chute Block
๏‚ด Installed at the toe of spillway
๏‚ด Furrow the incoming jet
Baffle Block
๏‚ด Installed at the mid of stilling basin
๏‚ด Increase the turbulence
Dentated Sills
๏‚ด Installed at the end of stilling basin
๏‚ด Decrease the velocity of jet
Energy Dissipators
Water striking on Buffle block
Chute spillway with Buffle Blocks
Foundation Treatment Techniques for
Dams
Various techniques are used for foundation treatment of dams,
The most common techniques are as follows:
Grouting
Holes are drilled at shallow as well as deep and cement grouting
is filled to establish an effective barrier to seepage under the
dam and to consolidate the foundation.
(A) Consolidation Grouting
(B) Curtain Grouting
Grouting
Consolidation Grouting
Low-pressure grouting to fill voids, fracture zones, and
cracks at and below the surface of the excavated
foundation is accomplished by drilling and grouting
relatively shallow holes.
Consolidation Grouting
Grouting
Curtain Grouting
Construction of a deep grout curtain near the heel of the
dam to control seepage is accomplished by drilling deep
holes and grouting them using higher pressure.
Curtain Grouting
Why Grouting Important
Dam & Reservoir Structure
Dam & Reservoir Structure

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Dam & Reservoir Structure

  • 1.
  • 2. Group Members 1. Ali Asghar 13 โ€“ C โ€“ 842 2. Hafiz Zain Akram 13 โ€“ C โ€“ 826 3. M.Farhan 13 โ€“ C โ€“ 832
  • 4. INTRODUCTION Dam A dam is a hydraulic structure of fairly impervious material built across a river to create a reservoir on its upstream side for impounding water for various purposes. Reservoir A reservoir is a man-made lake that is primarily used for storing water which is located at the back side of Dam. ๏ถ A dam and a reservoir are complements of each other.
  • 5. A VIEW OF TARBELA DAM
  • 6. Purpose of Dams ๏‚ด Generation of hydropower electricity ๏‚ด For agricultural & irrigation purposes ๏‚ด For fishery ๏‚ด To prevent the flooding ๏‚ด To diverse the water
  • 11.
  • 13. Components of Dam Abutment The part of a valley side (wall) against which a dam is constructed. An artificial abutment is sometimes constructed as a concrete gravity section, to take the thrust of an arch dam where there is no suitable natural abutment. Right and left abutments are those on respective sides of an observer looking downstream.
  • 15. Components of Dam Gallery ๏‚ง A passageway within the body of a dam or abutment; hence the terms "grouting gallery", "inspection gallery", and "drainage gallery". ๏‚ง A long and rather narrow hall; hence the following terms for a power plant: "valve gallery", "transformer gallery", and "busbar galleryโ€
  • 16. Spillway A structure over or through which flood flows are discharged. โ€ข Controlled Spillway If the flow is controlled by gates, it is called a controlled spillway โ€ข Uncontrolled Spillway If the elevation of the spillway crest is the only control, it is called an uncontrolled spillway Fig - 1 Fig - 2 Components of Dam
  • 17. Types of Spillway ๏ƒ˜ Auxiliary Spillway ๏ƒ˜ Bell mouth spillway ๏ƒ˜ Fuse Plug Spillway ๏ƒ˜ Siphon Spillway Components of Dam
  • 18. Auxiliary Spillway A dam spillway built to carry runoff in excess of that carried by the principal spillway; a secondary spillway designed to operate only during exceptionally large floods. Also referred to as Emergency Spillway Components of Dam
  • 19. Bell mouth spillway Some spillways are designed like an inverted bell so that water can enter all around the perimeter. Components of Dam
  • 20. Fuse Plug Spillway A fuse plug is a collapsible dam installed on spillways in dams to increase the dam's capacity. Components of Dam
  • 21. A siphon makes use of the difference in the height between the intake and the outlet to create a pressure difference needed to remove excess water. Siphon Spillway Components of Dam
  • 22. Crest: The top of the Dam. These may in some cases be used for providing a roadway or walkway over the dam. Parapet walls: Low Protective walls on either side of the roadway or walkway on the crest. Heel: Portion of Dam in contact with ground or river-bed at upstream side. Toe: Portion of dam in contact with ground or river-bed at downstream side. Components of Dam
  • 23. Sluice way: Opening in the dam near the base, provided to clear the silt accumulation in the reservoir. Free board: The space between the highest level of water in the reservoir and the top of the dam. Dead Storage level: Level of permanent storage below which the water will not be withdrawn. Components of Dam
  • 24.
  • 25. Energy Dissipation components + Foundation Treatments of DAM
  • 26. Components of Dam Energy Dissipation Stilling Basin A basin constructed to dissipate the energy of fast-flowing water, e.g., from a spillway or outlet, to prevent undercutting of the dam and to protect the streambed from erosion. ๏ถ In latest techniques some spillways are design in such a manner that do not required stilling basin. Example: Ohio Dam USA
  • 28. Downstream of Ohio Dam Spillway
  • 29. Components of Dam Energy Dissipation Stilling Basin Continueโ€ฆ Certain auxiliary devices are usually provided in stilling basins to reduce the length of the jump. (1) Chute Blocks (2) Baffle walls (3) Sills ๏ถ These devices also improve the dissipation action of the basin & stabilize the jump.
  • 30. Components of Dam Energy Dissipation Chute Block ๏‚ด Installed at the toe of spillway ๏‚ด Furrow the incoming jet Baffle Block ๏‚ด Installed at the mid of stilling basin ๏‚ด Increase the turbulence Dentated Sills ๏‚ด Installed at the end of stilling basin ๏‚ด Decrease the velocity of jet
  • 32. Water striking on Buffle block
  • 33. Chute spillway with Buffle Blocks
  • 34. Foundation Treatment Techniques for Dams Various techniques are used for foundation treatment of dams, The most common techniques are as follows: Grouting Holes are drilled at shallow as well as deep and cement grouting is filled to establish an effective barrier to seepage under the dam and to consolidate the foundation. (A) Consolidation Grouting (B) Curtain Grouting
  • 35. Grouting Consolidation Grouting Low-pressure grouting to fill voids, fracture zones, and cracks at and below the surface of the excavated foundation is accomplished by drilling and grouting relatively shallow holes.
  • 37. Grouting Curtain Grouting Construction of a deep grout curtain near the heel of the dam to control seepage is accomplished by drilling deep holes and grouting them using higher pressure.