SlideShare a Scribd company logo
1 of 15
AND
• Definition Of Earth Dams:
- Earth-fill dams, also called
earthen dams, rolled-earth dams
or earth dams, are constructed as
a simple embankment of well-
compacted earth.
- A homogeneous rolled-earth
dam is entirely constructed of
one type of material but may
contain a drain layer to collect
seep water.
Homogeneous
Earthen dam
This is type of
earthen dams with
simple earthen
embankments, built
in a single material
so it is homogenous.
Diaphragm
Earthen dam
This type of
embankment dam
has an impermeable
core called
diaphragm which is
surrounded by earth
or rock
Zoned Earthen
dam
This type of
embankment have a
central impermeable
core covered by a
transition zone that
surrounds the
previous outer zone,
central core is useful
to check seepage.
Such a
homogeneous
section is used for
low to medium high
dams and also for
levees
Homogeneous
Earthen dam
The diaphragm acts as
a water barrier to
avoid seepage
through the dam, it is
located in the center
of the dam section,
upside down, or
located like a blanket
Diaphragm
Earthen dam
The transition zone is
useful to prevent
piping through cracks
that may be likely to be
installed in the central
core.
Zoned Earthen
dam
1. It can be constructed on any types of
foundation strut which includes soil, gravel,
earth moorum, rock, etc.
2.This type of dam is suitable for places
where there are very wide valleys.
3.Earth dam can be constructed with the use
of locally available natural materials, hence
reduces the cost of transportation.
4.The design of such a dam is flexible so that
a wide variety of materials can be used for
the construction.
5. There is a continuous process of
manufacturing with a highly mechanized
system.
1. An earth dam requires a complementary
structure to a spillway.
2.Excessive leakage and foundation erosion
is more likely.
3.Inadequate capacity of the spillway causes
dam structure failure as there is potential
for over-exploitation of the dam.
4.Burrowing animals can damage the dam’s
structure.
Hearting(core): It is
the central part of the
dam constructed by the
clayey soil.
Casing: The core is
surrounded by a layer
and this layer is known
as casing, constructed
by soft rock or sand
and gravel.
Rock toe: Rock toe is
constructed of small
stone or rock pieces
whose size is larger
than 20cm. Rock toe
provides stability to the
dam and prevents it
from seepage.
Pitching: Stone of size
30cm can be used for
layering (thickness
30cm -45cm). This
layer is known as
pitching in dams and it
prevents sudden
drawdown and provides
stability.
Turfing: Turfing is a
process of planting a
special type of grass
called doob or turfing
grass on the downstream
face of the dam. It
prevents water logging
due to heavy rainfall.
Drain: A series of drains is
constructed containing
different types of drains
that are longitudinal
drains, cross drains and
toe drains on the
downstream side of the
dam.
Transition filters: It is
a filter provided in
between the clayey soil
layer and sandy shell to
avoid pore pressure.
ROLLED
FILL
HYDRAULIC
FILL
CONSTRUCTION
PROCESS
1. Hydraulic fill method
In this method of construction, first of all, excavation of soil is done then the soil is transported by the water
to construct the dam structure. Pipes are laid along the outer face of the embankment. All the soil materials
are mixed with the water then poured into the pipes.
All the necessary steps are done by the hydraulic method. No compaction is done by a roller as the soil
gets deposited by the hydraulic operation.
2. Rolled fill method
In this method of construction, a machine is used for excavation of soil, placing a layer of thickness 20cm
and compacting at optimum moisture content.
This is a very popular method for constructing the earthen dam. The soil is brought to the site from the pit
by the bulldozer and compacted by the roller.
Hydraulic fill
method
Rolled fill method
Structural failure
• Failure by the burrowing animal
because it causes damage.
• Failure by spreading
of waterlogging.
• Slope failure by the seepage
water.
• Landslide due to instability of the
soil particles.
• Foundation slides by the
reduction of the strength by the
continuous flow of seepage
water.
• A sudden drawdown may cause
upstream slope failure.
• Pore pressure may cause
upstream/ download slope
failure.
Hydraulic failure
• overtopping of the dam height
due to the overflow of the river
and if the capability spillway is
not sufficient.
• Due to wave erosion, the soil
gets loose or gets removed
from the upstream face of the
dam.
• Toe erosion: erosion takes
place due to the storage of
water of tail water
• Gullying: construction of gully
in the earthen dam causes
heavy downpour and it can be
prevented by providing a berm
or good drainage system.
Seepage failure
• Piping: The flow of the water
from the foundation can make
the soil loose and reduce the
strength of the foundation and
cause erosion of leaks and
lead to a large number of
catastrophic failures.
• Sloughing: Failure caused by
the sloughing is slightly similar
to the piping. The downstream
is saturated and it may erode,
produce a small slump, or slide
in the condition of the full
reservoir.
• We are going to take tarbela dam as an example of earth dam :
- Tarbela Dam, one of the largest earth-filled dams in the world, is a critical source of
hydroelectric power and irrigation water for Pakistan.
• Tarbela Dam, located on the Indus
River in the province of Pakistan,
is one of the largest earth-filled
dams in the world. It was
constructed in the late 1960s and
early 1970s with the help of
international funding, including
from the World Bank.
• The primary purpose of Tarbela
Dam was to generate hydroelectric
power for Pakistan's growing
energy needs, and it has been
successful in doing so.
• It stands at a height of 485 feet and stretches for 9,000 feet along the riverbank.
The dam has a total capacity of 13.69 billion cubic meters of water.
• The power station at Tarbela Dam has a total installed capacity of 4,888 megawatts,
making it the largest hydroelectric power station in Pakistan. The dam's reservoir
also serves as a major source of irrigation water, with an annual release of 75.8
billion cubic meters.
• Tarbela Dam is the largest
hydropower project in Pakistan,
generating approximately 3,478
megawatts of electricity.
• The dam plays a crucial role in
reducing load shedding across the
country, ensuring that industries and
households have access to
uninterrupted power supply.
• In conclusion, Tarbela Dam has played a crucial role in Pakistan's energy and
agriculture sectors.
• With its vast capacity to generate electricity, it has helped reduce load shedding and
provided a reliable source of power for millions of people.

More Related Content

What's hot (20)

suspension bridge ppt
suspension bridge pptsuspension bridge ppt
suspension bridge ppt
 
Deep foundation
Deep foundationDeep foundation
Deep foundation
 
Pile foundation
Pile foundationPile foundation
Pile foundation
 
Deep foundation ppt my final tos work
Deep foundation ppt  my final tos workDeep foundation ppt  my final tos work
Deep foundation ppt my final tos work
 
slab concrete
slab concreteslab concrete
slab concrete
 
Design of concrete structure.
Design of concrete structure.Design of concrete structure.
Design of concrete structure.
 
Flat slab design
Flat slab designFlat slab design
Flat slab design
 
One-Way Slab Design
One-Way Slab DesignOne-Way Slab Design
One-Way Slab Design
 
Pre-stressing
Pre-stressing  Pre-stressing
Pre-stressing
 
Footing design(09.02.03.096)
Footing design(09.02.03.096)Footing design(09.02.03.096)
Footing design(09.02.03.096)
 
Well foundation
Well foundationWell foundation
Well foundation
 
Design of R.C.C Beam
Design of R.C.C BeamDesign of R.C.C Beam
Design of R.C.C Beam
 
Chapter 4.3 well foundation-final-ppt
Chapter 4.3   well foundation-final-pptChapter 4.3   well foundation-final-ppt
Chapter 4.3 well foundation-final-ppt
 
Modes of failure of retaining walls
Modes of failure of retaining wallsModes of failure of retaining walls
Modes of failure of retaining walls
 
Prestressed concrete
Prestressed concretePrestressed concrete
Prestressed concrete
 
Combined footing 1-1-18
Combined footing 1-1-18Combined footing 1-1-18
Combined footing 1-1-18
 
Gravity dam Presented by Prof. Manjunath. B SCOE Kopargaon
Gravity dam  Presented by Prof. Manjunath. B SCOE KopargaonGravity dam  Presented by Prof. Manjunath. B SCOE Kopargaon
Gravity dam Presented by Prof. Manjunath. B SCOE Kopargaon
 
Lacing, battening
Lacing, battening Lacing, battening
Lacing, battening
 
Two way slab
Two way slabTwo way slab
Two way slab
 
Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000
 

Similar to Earth Dam Types and Construction Methods Explained

Similar to Earth Dam Types and Construction Methods Explained (20)

Earthen Dams
Earthen DamsEarthen Dams
Earthen Dams
 
Earthen dam
Earthen damEarthen dam
Earthen dam
 
types of dam
types of damtypes of dam
types of dam
 
Dams
DamsDams
Dams
 
Embankment lecture 1
Embankment lecture 1Embankment lecture 1
Embankment lecture 1
 
Dams arvind gupta-12march13 (2)
Dams   arvind gupta-12march13 (2)Dams   arvind gupta-12march13 (2)
Dams arvind gupta-12march13 (2)
 
Cofferdam_ppt.pptx
Cofferdam_ppt.pptxCofferdam_ppt.pptx
Cofferdam_ppt.pptx
 
Geological Considerations - Dam
Geological Considerations - DamGeological Considerations - Dam
Geological Considerations - Dam
 
Lecture 2 (a).pptx
Lecture 2 (a).pptxLecture 2 (a).pptx
Lecture 2 (a).pptx
 
EARTHEN DAM.pdf
EARTHEN DAM.pdfEARTHEN DAM.pdf
EARTHEN DAM.pdf
 
Dam types
Dam typesDam types
Dam types
 
Dams PPT
Dams PPTDams PPT
Dams PPT
 
Dams.pptx
Dams.pptxDams.pptx
Dams.pptx
 
Earthen dam
Earthen damEarthen dam
Earthen dam
 
Introduction to Dams.pptx
Introduction to Dams.pptxIntroduction to Dams.pptx
Introduction to Dams.pptx
 
Techniques of rain water harvesting in urban and rural areas
Techniques of rain water harvesting in urban and rural areasTechniques of rain water harvesting in urban and rural areas
Techniques of rain water harvesting in urban and rural areas
 
CH7.2.ppt,ground water hydrology in ethi
CH7.2.ppt,ground water hydrology in ethiCH7.2.ppt,ground water hydrology in ethi
CH7.2.ppt,ground water hydrology in ethi
 
Design of Hydraulic Structures
Design of Hydraulic StructuresDesign of Hydraulic Structures
Design of Hydraulic Structures
 
Dams and River (World Scenario)
Dams and River (World Scenario)Dams and River (World Scenario)
Dams and River (World Scenario)
 
Water harvesting
Water harvestingWater harvesting
Water harvesting
 

Recently uploaded

(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...ranjana rawat
 
UNIT-V FMM.HYDRAULIC TURBINE - Construction and working
UNIT-V FMM.HYDRAULIC TURBINE - Construction and workingUNIT-V FMM.HYDRAULIC TURBINE - Construction and working
UNIT-V FMM.HYDRAULIC TURBINE - Construction and workingrknatarajan
 
Porous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writingPorous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writingrakeshbaidya232001
 
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130Suhani Kapoor
 
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).pptssuser5c9d4b1
 
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur EscortsCall Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur High Profile
 
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls in Nagpur High Profile
 
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur High Profile
 
Microscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptxMicroscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptxpurnimasatapathy1234
 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...Call Girls in Nagpur High Profile
 
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICSHARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICSRajkumarAkumalla
 
UNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its PerformanceUNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its Performancesivaprakash250
 
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service NashikCollege Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service NashikCall Girls in Nagpur High Profile
 
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...Christo Ananth
 
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINEMANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINESIVASHANKAR N
 
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...ranjana rawat
 
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Christo Ananth
 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...ranjana rawat
 

Recently uploaded (20)

(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
 
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
 
UNIT-V FMM.HYDRAULIC TURBINE - Construction and working
UNIT-V FMM.HYDRAULIC TURBINE - Construction and workingUNIT-V FMM.HYDRAULIC TURBINE - Construction and working
UNIT-V FMM.HYDRAULIC TURBINE - Construction and working
 
Porous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writingPorous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writing
 
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
 
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
 
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur EscortsCall Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
 
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
 
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
 
Microscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptxMicroscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptx
 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
 
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICSHARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
 
UNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its PerformanceUNIT - IV - Air Compressors and its Performance
UNIT - IV - Air Compressors and its Performance
 
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINEDJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
 
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service NashikCollege Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
 
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
 
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINEMANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
MANUFACTURING PROCESS-II UNIT-2 LATHE MACHINE
 
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
 
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
 

Earth Dam Types and Construction Methods Explained

  • 1.
  • 2. AND
  • 3. • Definition Of Earth Dams: - Earth-fill dams, also called earthen dams, rolled-earth dams or earth dams, are constructed as a simple embankment of well- compacted earth. - A homogeneous rolled-earth dam is entirely constructed of one type of material but may contain a drain layer to collect seep water.
  • 4. Homogeneous Earthen dam This is type of earthen dams with simple earthen embankments, built in a single material so it is homogenous. Diaphragm Earthen dam This type of embankment dam has an impermeable core called diaphragm which is surrounded by earth or rock Zoned Earthen dam This type of embankment have a central impermeable core covered by a transition zone that surrounds the previous outer zone, central core is useful to check seepage.
  • 5. Such a homogeneous section is used for low to medium high dams and also for levees Homogeneous Earthen dam The diaphragm acts as a water barrier to avoid seepage through the dam, it is located in the center of the dam section, upside down, or located like a blanket Diaphragm Earthen dam The transition zone is useful to prevent piping through cracks that may be likely to be installed in the central core. Zoned Earthen dam
  • 6. 1. It can be constructed on any types of foundation strut which includes soil, gravel, earth moorum, rock, etc. 2.This type of dam is suitable for places where there are very wide valleys. 3.Earth dam can be constructed with the use of locally available natural materials, hence reduces the cost of transportation. 4.The design of such a dam is flexible so that a wide variety of materials can be used for the construction. 5. There is a continuous process of manufacturing with a highly mechanized system. 1. An earth dam requires a complementary structure to a spillway. 2.Excessive leakage and foundation erosion is more likely. 3.Inadequate capacity of the spillway causes dam structure failure as there is potential for over-exploitation of the dam. 4.Burrowing animals can damage the dam’s structure.
  • 7. Hearting(core): It is the central part of the dam constructed by the clayey soil. Casing: The core is surrounded by a layer and this layer is known as casing, constructed by soft rock or sand and gravel. Rock toe: Rock toe is constructed of small stone or rock pieces whose size is larger than 20cm. Rock toe provides stability to the dam and prevents it from seepage. Pitching: Stone of size 30cm can be used for layering (thickness 30cm -45cm). This layer is known as pitching in dams and it prevents sudden drawdown and provides stability. Turfing: Turfing is a process of planting a special type of grass called doob or turfing grass on the downstream face of the dam. It prevents water logging due to heavy rainfall. Drain: A series of drains is constructed containing different types of drains that are longitudinal drains, cross drains and toe drains on the downstream side of the dam. Transition filters: It is a filter provided in between the clayey soil layer and sandy shell to avoid pore pressure.
  • 9. 1. Hydraulic fill method In this method of construction, first of all, excavation of soil is done then the soil is transported by the water to construct the dam structure. Pipes are laid along the outer face of the embankment. All the soil materials are mixed with the water then poured into the pipes. All the necessary steps are done by the hydraulic method. No compaction is done by a roller as the soil gets deposited by the hydraulic operation. 2. Rolled fill method In this method of construction, a machine is used for excavation of soil, placing a layer of thickness 20cm and compacting at optimum moisture content. This is a very popular method for constructing the earthen dam. The soil is brought to the site from the pit by the bulldozer and compacted by the roller. Hydraulic fill method Rolled fill method
  • 10. Structural failure • Failure by the burrowing animal because it causes damage. • Failure by spreading of waterlogging. • Slope failure by the seepage water. • Landslide due to instability of the soil particles. • Foundation slides by the reduction of the strength by the continuous flow of seepage water. • A sudden drawdown may cause upstream slope failure. • Pore pressure may cause upstream/ download slope failure. Hydraulic failure • overtopping of the dam height due to the overflow of the river and if the capability spillway is not sufficient. • Due to wave erosion, the soil gets loose or gets removed from the upstream face of the dam. • Toe erosion: erosion takes place due to the storage of water of tail water • Gullying: construction of gully in the earthen dam causes heavy downpour and it can be prevented by providing a berm or good drainage system. Seepage failure • Piping: The flow of the water from the foundation can make the soil loose and reduce the strength of the foundation and cause erosion of leaks and lead to a large number of catastrophic failures. • Sloughing: Failure caused by the sloughing is slightly similar to the piping. The downstream is saturated and it may erode, produce a small slump, or slide in the condition of the full reservoir.
  • 11. • We are going to take tarbela dam as an example of earth dam : - Tarbela Dam, one of the largest earth-filled dams in the world, is a critical source of hydroelectric power and irrigation water for Pakistan.
  • 12. • Tarbela Dam, located on the Indus River in the province of Pakistan, is one of the largest earth-filled dams in the world. It was constructed in the late 1960s and early 1970s with the help of international funding, including from the World Bank. • The primary purpose of Tarbela Dam was to generate hydroelectric power for Pakistan's growing energy needs, and it has been successful in doing so.
  • 13. • It stands at a height of 485 feet and stretches for 9,000 feet along the riverbank. The dam has a total capacity of 13.69 billion cubic meters of water. • The power station at Tarbela Dam has a total installed capacity of 4,888 megawatts, making it the largest hydroelectric power station in Pakistan. The dam's reservoir also serves as a major source of irrigation water, with an annual release of 75.8 billion cubic meters.
  • 14. • Tarbela Dam is the largest hydropower project in Pakistan, generating approximately 3,478 megawatts of electricity. • The dam plays a crucial role in reducing load shedding across the country, ensuring that industries and households have access to uninterrupted power supply.
  • 15. • In conclusion, Tarbela Dam has played a crucial role in Pakistan's energy and agriculture sectors. • With its vast capacity to generate electricity, it has helped reduce load shedding and provided a reliable source of power for millions of people.