6
Most read
7
Most read
8
Most read
AKSHAY SHINDE
 INTRODUCTION
 TYPES OF DAMS
 STRUCTURE OF DAM
 PRELIMINARY INVESTIGATION
 SITE SELECTION F0R DAM
 FACTORS AFFECTING ON DAM
 PURPOSES OF DAM
 FAILURE OF DAM
 CONCLUSION
 REFERENCES
WHAT IS DAM ?
 A dam is a barrier constructed across a river or a natural stream to
create a reservoir for impounding water or to facilitate diversion of
water from the river.
 At back side of this barrier water gets collected, forming a pool of water,
the side on which water gets collected is called as upstream side and the
other side of barrier is called as downstream side. The lake of water
which is collected on upstream side of dam is called as a reservoir.
 Dam is a very large structure, generally length is about half kilometer
constructed across the river to storage a water for many purposes like,
irrigation, industrial supply, hydropower, recreation etc.
 Generally, the dam should be constructed of ‘V’ shape thus to achieve
economy in it’s construction.
 The tallest dam in the world is ‘NUREK DAM’ in Tajikistan has 300m high
and the ‘BHAKRA DAM’ is the highest in Asia and second highest in the
world. The BHAKRA dam is constructed across river SULTEJ in Himachal
Pradesh and has 246m high, the construction of this dam was started in
the year 1948 and was completed in 1963.
 RAW MATERIALS :
Dams may be constructed of raw materials like, masonry, timber, steel,
gravel, clay, sand and silt etc.
The type of dam depends upon the condition of dam site, the main
Type of dam are as follows :-
 Earthen dam
 Gravity dam
 Arch dam
 Buttress dam
 The dams which are constructed of
earthen materials such as gravel sand,
silt and clay are called as ‘ Earthen Dam’.
 They are ‘trapezoidal’ in shape. Earthen dams are relatively smaller in
height and broad at the base.
 Earthen dams are constructed where the foundation or the underlaying
materials or rocks are weak to support the masonry dam or where the
suitable competent rock are at greater depth.
 Gravity dam is a solid structure made up
of masonry or concrete and are
constructed across the river to resist the
forces exerted upon it by it’s own weight.
 These dams are heavy and massive wall like structures of concrete in
which the whole weight act vertically downwards.
 As the entire load is transmitted on the small area of foundation, such
dams are constructed where rocks are competent and stable.
 Example :- ‘BHAKRA DAM’ is the highest concrete gravity dam.
 These types of dams are constructed
of 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
abutment.
 Arch dams are built across narrow, deep river gorges, but now in recent
years they have been considered even for little wider valleys.
 ‘Buttress’ means a support that
transmits a force from a roof or
wall to another supporting
structure.
 Buttress dam is a gravity dam
reinforced by structural supports.
 This type of structure can be considered even if the foundation rocks are
little weaker.
types of dam
 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 :- A gallery is an opening provided in a dam for obtaining
access to the interior of dam.
 SPILLWAY :- It is the arrangement near the top to release the excess
water of the reservoir to downstream side.
 SLUICE WAY:- It is an opening in the dam near the ground level, which is
used to clear the silt accumulation in the reservoir side.
 FREE BOARD :- It is the vertical distance between top bund level and high
flood level.
 To do all preliminary survey like engineering, hydrological, geological
and detailed survey etc.
 To collect the report about maximum height of flood level by past 35
years at dam site.
 To know the soil condition and bearing capacity, to decide the type of
dam to be constructed at dam site.
 To collect the information about people getting benefit from the dam and
maximum area is to be irrigated by the dam.
 To know the maximum annual rainfall at the dam site.
 Good foundation should be available.
 It should be located in a narrow valley.
 It should have sufficient space for spillway.
 It should fulfill the purpose i.e. irrigation, drinking etc.
 Material should be easily available near by site.
 It should be easily accessible throughout the year.
 Funds available
 Topography
 Availability of materials
 Nature of foundation
 Spillway position
 Height of dam
 Earthquakes
Dams are constructed for following purposes :-
 Irrigation
 Hydropower generation
 Water supply
 Flood control
 Recreation
 Industrial water supply
The cause may be occur due to the following reasons :-
 Poor surveying
 Spillway design error
 Extreme rainfall
 Due to earthquakes
 Human, computer or design error
 Poor maintenance
 From above this it is clear that , before constructing dam the site
selection and preliminary investigation is very important factor
while designing the dam and the selection of type of dam are also
depending on the soil condition at dam site.

More Related Content

PPTX
DAMS AND ITS TYPES
PPTX
Dam presentation
PPT
Dams
PDF
PPTX
Dam - Classification based on structure
PPTX
Dams & its Construction
PPTX
PPT
Dam construction
DAMS AND ITS TYPES
Dam presentation
Dams
Dam - Classification based on structure
Dams & its Construction
Dam construction

What's hot (20)

PPTX
PDF
Force acting on gravity dam
PDF
PPTX
Earthen Dams
PPTX
PPT
Spillway
PDF
Diversion headwork
PPTX
Reservoir Planning
PPTX
5.1 reservoir planning
PPTX
Reservoir capacity
PPTX
TYPES OF RESERVOIR
PPTX
MOHR COULOMB FAILURE CRITERION
PPT
Diversion headworks
PPTX
GROUNDWATER LEVEL FLUCTUATION
PPTX
Arch and Buttress Dams
PPTX
PPT
Dam and types of dam with site selection
PPTX
Slope stability
PPTX
Reservoir sedimentation & its control
PDF
Earth and rockfill dams
Force acting on gravity dam
Earthen Dams
Spillway
Diversion headwork
Reservoir Planning
5.1 reservoir planning
Reservoir capacity
TYPES OF RESERVOIR
MOHR COULOMB FAILURE CRITERION
Diversion headworks
GROUNDWATER LEVEL FLUCTUATION
Arch and Buttress Dams
Dam and types of dam with site selection
Slope stability
Reservoir sedimentation & its control
Earth and rockfill dams
Ad

Similar to types of dam (20)

PDF
PPT
Dams and reservoirs by Deepansh Jain
PPTX
Presentation.pptx.HYDROLOGY AND HYDRAULICS STRUCTURES
PPT
dams and the study of their applications
PPT
Dams.ppt
PDF
Role of Engineering Geology In Resevoirs,Dams & Tunneling.
PPTX
lecture academy types of small dams 2.pptx
DOCX
PDF
Dams, Types of dams
PPTX
UNIT 5. Dams - design - types - functions
PDF
damandtypesofdamwithsiteselection-170403160723.pdf
PPTX
damandtypesofdamwithsiteselection-170403160723 (1) (1).pptx
PPTX
Introduction to Dam in Hydrology
PPTX
1. Introduction and Dam.pptx
PDF
project on dam and dam safety with application of geophysics
PPTX
Presentation1-hydrolic-st.pptx
PPTX
Storage works
PDF
26901321007_SAPTADEEP DASGUPTA_CE(PE)701C.pdf
PPTX
Types of dams
PPT
Dams and reservoirs by Deepansh Jain
Presentation.pptx.HYDROLOGY AND HYDRAULICS STRUCTURES
dams and the study of their applications
Dams.ppt
Role of Engineering Geology In Resevoirs,Dams & Tunneling.
lecture academy types of small dams 2.pptx
Dams, Types of dams
UNIT 5. Dams - design - types - functions
damandtypesofdamwithsiteselection-170403160723.pdf
damandtypesofdamwithsiteselection-170403160723 (1) (1).pptx
Introduction to Dam in Hydrology
1. Introduction and Dam.pptx
project on dam and dam safety with application of geophysics
Presentation1-hydrolic-st.pptx
Storage works
26901321007_SAPTADEEP DASGUPTA_CE(PE)701C.pdf
Types of dams
Ad

Recently uploaded (20)

PDF
Software defined netwoks is useful to learn NFV and virtual Lans
PPTX
Unit IImachinemachinetoolopeartions.pptx
PDF
Principles of operation, construction, theory, advantages and disadvantages, ...
PPTX
DATA STRCUTURE LABORATORY -BCSL305(PRG1)
PPTX
chapter 1.pptx dotnet technology introduction
PPTX
22ME926Introduction to Business Intelligence and Analytics, Advanced Integrat...
PDF
ST MNCWANGO P2 WIL (MEPR302) FINAL REPORT.pdf
PDF
ECT443_instrumentation_Engg_mod-1.pdf indroduction to instrumentation
PPT
Programmable Logic Controller PLC and Industrial Automation
PDF
ASPEN PLUS USER GUIDE - PROCESS SIMULATIONS
PPT
Comprehensive Java Training Deck - Advanced topics
PPTX
BBOC407 BIOLOGY FOR ENGINEERS (CS) - MODULE 1 PART 1.pptx
PDF
IAE-V2500 Engine Airbus Family A319/320
PPTX
Design ,Art Across Digital Realities and eXtended Reality
PPT
UNIT-I Machine Learning Essentials for 2nd years
PDF
Engineering Solutions for Ethical Dilemmas in Healthcare (www.kiu.ac.ug)
PDF
electrical machines course file-anna university
PDF
Performance, energy consumption and costs: a comparative analysis of automati...
PPTX
CS6006 - CLOUD COMPUTING - Module - 1.pptx
PPTX
SE unit 1.pptx aaahshdhajdviwhsiehebeiwheiebeiev
Software defined netwoks is useful to learn NFV and virtual Lans
Unit IImachinemachinetoolopeartions.pptx
Principles of operation, construction, theory, advantages and disadvantages, ...
DATA STRCUTURE LABORATORY -BCSL305(PRG1)
chapter 1.pptx dotnet technology introduction
22ME926Introduction to Business Intelligence and Analytics, Advanced Integrat...
ST MNCWANGO P2 WIL (MEPR302) FINAL REPORT.pdf
ECT443_instrumentation_Engg_mod-1.pdf indroduction to instrumentation
Programmable Logic Controller PLC and Industrial Automation
ASPEN PLUS USER GUIDE - PROCESS SIMULATIONS
Comprehensive Java Training Deck - Advanced topics
BBOC407 BIOLOGY FOR ENGINEERS (CS) - MODULE 1 PART 1.pptx
IAE-V2500 Engine Airbus Family A319/320
Design ,Art Across Digital Realities and eXtended Reality
UNIT-I Machine Learning Essentials for 2nd years
Engineering Solutions for Ethical Dilemmas in Healthcare (www.kiu.ac.ug)
electrical machines course file-anna university
Performance, energy consumption and costs: a comparative analysis of automati...
CS6006 - CLOUD COMPUTING - Module - 1.pptx
SE unit 1.pptx aaahshdhajdviwhsiehebeiwheiebeiev

types of dam

  • 2.  INTRODUCTION  TYPES OF DAMS  STRUCTURE OF DAM  PRELIMINARY INVESTIGATION  SITE SELECTION F0R DAM  FACTORS AFFECTING ON DAM  PURPOSES OF DAM  FAILURE OF DAM  CONCLUSION  REFERENCES
  • 3. WHAT IS DAM ?  A dam is a barrier constructed across a river or a natural stream to create a reservoir for impounding water or to facilitate diversion of water from the river.  At back side of this barrier water gets collected, forming a pool of water, the side on which water gets collected is called as upstream side and the other side of barrier is called as downstream side. The lake of water which is collected on upstream side of dam is called as a reservoir.  Dam is a very large structure, generally length is about half kilometer constructed across the river to storage a water for many purposes like, irrigation, industrial supply, hydropower, recreation etc.
  • 4.  Generally, the dam should be constructed of ‘V’ shape thus to achieve economy in it’s construction.  The tallest dam in the world is ‘NUREK DAM’ in Tajikistan has 300m high and the ‘BHAKRA DAM’ is the highest in Asia and second highest in the world. The BHAKRA dam is constructed across river SULTEJ in Himachal Pradesh and has 246m high, the construction of this dam was started in the year 1948 and was completed in 1963.  RAW MATERIALS : Dams may be constructed of raw materials like, masonry, timber, steel, gravel, clay, sand and silt etc.
  • 5. The type of dam depends upon the condition of dam site, the main Type of dam are as follows :-  Earthen dam  Gravity dam  Arch dam  Buttress dam
  • 6.  The dams which are constructed of earthen materials such as gravel sand, silt and clay are called as ‘ Earthen Dam’.  They are ‘trapezoidal’ in shape. Earthen dams are relatively smaller in height and broad at the base.  Earthen dams are constructed where the foundation or the underlaying materials or rocks are weak to support the masonry dam or where the suitable competent rock are at greater depth.
  • 7.  Gravity dam is a solid structure made up of masonry or concrete and are constructed across the river to resist the forces exerted upon it by it’s own weight.  These dams are heavy and massive wall like structures of concrete in which the whole weight act vertically downwards.  As the entire load is transmitted on the small area of foundation, such dams are constructed where rocks are competent and stable.  Example :- ‘BHAKRA DAM’ is the highest concrete gravity dam.
  • 8.  These types of dams are constructed of 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 abutment.  Arch dams are built across narrow, deep river gorges, but now in recent years they have been considered even for little wider valleys.
  • 9.  ‘Buttress’ means a support that transmits a force from a roof or wall to another supporting structure.  Buttress dam is a gravity dam reinforced by structural supports.  This type of structure can be considered even if the foundation rocks are little weaker.
  • 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 :- A gallery is an opening provided in a dam for obtaining access to the interior of dam.  SPILLWAY :- It is the arrangement near the top to release the excess water of the reservoir to downstream side.  SLUICE WAY:- It is an opening in the dam near the ground level, which is used to clear the silt accumulation in the reservoir side.  FREE BOARD :- It is the vertical distance between top bund level and high flood level.
  • 12.  To do all preliminary survey like engineering, hydrological, geological and detailed survey etc.  To collect the report about maximum height of flood level by past 35 years at dam site.  To know the soil condition and bearing capacity, to decide the type of dam to be constructed at dam site.  To collect the information about people getting benefit from the dam and maximum area is to be irrigated by the dam.  To know the maximum annual rainfall at the dam site.
  • 13.  Good foundation should be available.  It should be located in a narrow valley.  It should have sufficient space for spillway.  It should fulfill the purpose i.e. irrigation, drinking etc.  Material should be easily available near by site.  It should be easily accessible throughout the year.
  • 14.  Funds available  Topography  Availability of materials  Nature of foundation  Spillway position  Height of dam  Earthquakes
  • 15. Dams are constructed for following purposes :-  Irrigation  Hydropower generation  Water supply  Flood control  Recreation  Industrial water supply
  • 16. The cause may be occur due to the following reasons :-  Poor surveying  Spillway design error  Extreme rainfall  Due to earthquakes  Human, computer or design error  Poor maintenance
  • 17.  From above this it is clear that , before constructing dam the site selection and preliminary investigation is very important factor while designing the dam and the selection of type of dam are also depending on the soil condition at dam site.