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DAMS &
RESERVOIRS
DAMS
A DAM may be defined as a solid barrier
constructed at a suitable location across a river
valley with a view of impounding water flowing
through that river.
Tehri Dam Nagarjuna Sagar
Dam
Parts and terminology of dam
 Spillway
 Heel
 Toe of Dam
 Axis of Dam
 Abutments
 Grouting
HEEL
TOE
DOWNSTREA
M
SIDE
UPSTREAM
SIDE
CRES
T
RESERVOI
R
PURPOSES OF DAM
 Providing water for irrigation facilities
Providing water supply for domestic and industrial use
Generation of hydroelectric power
Flood control
Erosion and sediment control
Classification of Dams
A) Classification according to use :
1. Storage dam :
Storage dams are constructed to store water during the rainy season when there
is a large flow in the river.
2. Diversion dam :
A diversion dam is constructed for the purposes of diverting water of the river into
an off-taking canal.
CLASSIFICATION OF
DAMS
A) Classification according to use :
3. Detention dam (Prevention) :
Detention dams are constructed for flood control. A detention dam retards the
flow of water in the river on its downstream during floods by storing some flood
water.
For Example -Debris dam
CLASSIFICATION OF
DAMS
B) Classification according to hydraulic design :
1. Overflow dam :
An overflow dam is the one which is designed to carry surplus discharge over its
crest. Its crest level is kept lower than the top of the order portion of the dam.Such
dams are generally made of concrete or masonry. An overflow dam is commonly
known as Spillway.
2. Non-overflow dam :
A non-overflow dam is the one in which the top of the dam is kept at a higher elevation
than the maximum expected high flood level. Water is not permitted to overtop the dam.
For Example,
- Gravity dam
- Rockfill dam
- Earthen dam
Classification of Dams
C) Classification according to materials :
1. Rigid dam :
Rigid dams are those which are constructed of rigid materials such as concrete, masonry,
steel , timber etc. these dams deflect and deform very little when subjected to water
pressureand other forces.
For Example,
- Concrete Gravity dam, Solid masonry dam, Steel dam, Arch dam, Timber dam
- 2. Non-rigid dam :
Non-rigid dams are those which are constructed of non-rigid materials such as earth or rockfill.
There are relatively large settlements and deformation in a non – rigid dam.
For Example,
-Earth dam
- Rockfill dam
Classification of Dams
D) Classification according to Structural behaviour : Based on
structural behaviour, dams are classified as,
 Gravity dam
 Arch dam
 Buttress dam
 Earthen dam
 Rockfill dam
GEOLOGICAL PROBLEMS AT
DAM SITE
 Dams on shale
 Dams on soluble rocks
 Dams on strata dipping upstream side
 Dams on strata dipping downstream side
 Dams built across strike of rocks
 Dams on jointed and permeable rocks
 Dam on faults
 Abutment problems
Dams on shale
CEMENTATION SHALES COMPACTION SHALES
Stronger Soft & Slake
Do not disintegrate disintegrate
Bearing Strength is high Bearing Strength is low
Structure can’t settles Structure can settles
Gravity dam can built on it Gravity Dam should be avoided
No Swelling and caving Swelling and caving may result
Dams on soluble rocks
 Limeston
e
 Dolomites
 Marbles
Dams on strata dipping:
W
Dams on strata dipping
DOWNSTREAM side
Dams on strata dipping
UPSTREAM side
Dams built across strike of
rocks
Dam on faults
Application of Geology to Civil Engineering Works: Dam

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Application of Geology to Civil Engineering Works: Dam

  • 2. DAMS A DAM may be defined as a solid barrier constructed at a suitable location across a river valley with a view of impounding water flowing through that river. Tehri Dam Nagarjuna Sagar Dam
  • 3. Parts and terminology of dam  Spillway  Heel  Toe of Dam  Axis of Dam  Abutments  Grouting HEEL TOE DOWNSTREA M SIDE UPSTREAM SIDE CRES T RESERVOI R
  • 4. PURPOSES OF DAM  Providing water for irrigation facilities Providing water supply for domestic and industrial use Generation of hydroelectric power Flood control Erosion and sediment control
  • 5. Classification of Dams A) Classification according to use : 1. Storage dam : Storage dams are constructed to store water during the rainy season when there is a large flow in the river. 2. Diversion dam : A diversion dam is constructed for the purposes of diverting water of the river into an off-taking canal.
  • 6. CLASSIFICATION OF DAMS A) Classification according to use : 3. Detention dam (Prevention) : Detention dams are constructed for flood control. A detention dam retards the flow of water in the river on its downstream during floods by storing some flood water. For Example -Debris dam
  • 7. CLASSIFICATION OF DAMS B) Classification according to hydraulic design : 1. Overflow dam : An overflow dam is the one which is designed to carry surplus discharge over its crest. Its crest level is kept lower than the top of the order portion of the dam.Such dams are generally made of concrete or masonry. An overflow dam is commonly known as Spillway. 2. Non-overflow dam : A non-overflow dam is the one in which the top of the dam is kept at a higher elevation than the maximum expected high flood level. Water is not permitted to overtop the dam. For Example, - Gravity dam - Rockfill dam - Earthen dam
  • 8. Classification of Dams C) Classification according to materials : 1. Rigid dam : Rigid dams are those which are constructed of rigid materials such as concrete, masonry, steel , timber etc. these dams deflect and deform very little when subjected to water pressureand other forces. For Example, - Concrete Gravity dam, Solid masonry dam, Steel dam, Arch dam, Timber dam - 2. Non-rigid dam : Non-rigid dams are those which are constructed of non-rigid materials such as earth or rockfill. There are relatively large settlements and deformation in a non – rigid dam. For Example, -Earth dam - Rockfill dam
  • 9. Classification of Dams D) Classification according to Structural behaviour : Based on structural behaviour, dams are classified as,  Gravity dam  Arch dam  Buttress dam  Earthen dam  Rockfill dam
  • 10. GEOLOGICAL PROBLEMS AT DAM SITE  Dams on shale  Dams on soluble rocks  Dams on strata dipping upstream side  Dams on strata dipping downstream side  Dams built across strike of rocks  Dams on jointed and permeable rocks  Dam on faults  Abutment problems
  • 11. Dams on shale CEMENTATION SHALES COMPACTION SHALES Stronger Soft & Slake Do not disintegrate disintegrate Bearing Strength is high Bearing Strength is low Structure can’t settles Structure can settles Gravity dam can built on it Gravity Dam should be avoided No Swelling and caving Swelling and caving may result
  • 12. Dams on soluble rocks  Limeston e  Dolomites  Marbles
  • 13. Dams on strata dipping: W Dams on strata dipping DOWNSTREAM side Dams on strata dipping UPSTREAM side
  • 14. Dams built across strike of rocks