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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3244
A CASE STUDY OF PROPOSED WORLD’S BIGGEST DAM IN INDIA: A
REVIEW
1Shubham Chaudhary, 2Ankur Kumar, 3Arun Kumar
1,3 Undergraduate, Dept. of Civil Engineering, Buddha Institute of Technology, Uttar Pradesh, India
2 Assistant Professor, Dept. of Civil Engineering, Buddha Institute of Technology, India
--------------------------------------------------------------- ***---------------------------------------------------------------
Abstract – Today in the era of higher energy
consumption it is very important that a nation should
make different provisions for obtaining the large amount
of energy without entraining the well being of the
environment. In the recent time there are no. of countries
which convert the hydro energy into electrical energy and
mechanical energy. In this project the main concern is
given on the implementation of the 3-Gorges dam in India
which will benefits the electricity production in India and
it will be also beneficial for the economical growth of the
country. This implication of the biggest dam not only
provides the electricity but also provide the additional
benefits for the agricultural purpose and other various
purpose. Its implication also not distracts the path of the
travelling of ships because it will be made with
advantageous features from the perspective of
transportation of the cargo ships from one destination to
the another. This dam also consists of a bridge for the
transportation of vehicles from one side of the river to
another side of the river. Its capacity of the electricity
production is also very high in comparison to the today’s
electricity production plants. Its implementation will make
the nation self-strengthen for its economic growth, due to
the independency on the electricity growth and
consumption of hydro energy. Thus, the implication of this
will be beneficial for the nation with various perspective.
1. INTROUCTION
This study basically deals with the implementation of the
worlds biggest dam in India. In this study it is found that
Dibrugarh is the best zone which is found in India and
also that location is less populated in comparison to the
other location. Its allocation is better found after
Dibrugarh because near the Radha Krishna Mandir of
Dibrugarh the river zone is more suitable for the
implantation of the dam and also that location is
observed as the initiation of the whole river, so in case
the dam is made there it must give additional benefits to
the Bogibeel Bridge made near Dibrugarh. It is also seen
that the Brahmaputra river is very wide and contains
high discharge carry capacity. This dam is made in such a
way that through the stored water we can generate
electricity in a very large amount, which makes the
nation independent from the other countries in case of
electricity demands. The 3-Gorges dam of China has the
capability of generating approx. 20,000-Megawatt
electricity, which makes the China independent from the
other countries for the electricity. This proposed dam
also contain a bridge over it which makes the both sides
habitat connected to each other. This proposed dam also
has cargo lifting system which enables the safe passing of
the cargo’s loaded with the goods. Its sluice path way is
different from the other dam because it contains horse
type shoe for preventing the deterioration of soil of the
down side dam i.e. at the outer portion of the dam.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3245
Fig -1: 3-Gorges dam at Yangtze River
2. LITERATURE REVIEW
There are various studies which is done in the area of
dams, these studies concluded the different facts which
will be very beneficial during the implementation of
world’s biggest dam in India.
Babar, H. T. and G. B. Raje concluded the fact that the
implementation of dams will increases the productivity
due to the fertilization of soil by the settlement of the
soils of different locations and also a large variety of
habitats are grown in the dam occupied region. It also
enables the use of water for different required purpose,
it may be according to the condition of the location.
C.J. Wijesundara and N.D.K. Dayawansa comprises the
fact that the storage of large amount of water in the
reservoirs enables the matter of the fact that the
landscape of that area changes after some years it may
be a long-term process, but those places may be the good
place for some new species, which can grow and
reproduce themselves easily and may survive in that
specific environment.
3. METHODOLOGY
For the purpose of the making this dam is that for the
generation of the high rate of electricity in India and its
water also used in the irrigation purpose.
In this dam there are some special features. The features
of this dam are that, in this dam there are two emergency
zone is built for the purpose, whenever the dam is break
or any type of defect then its water to be collect in this
emergency zone due to this water is not waste and it can
be reuse for any purpose.
Its foundation is made for the special technique. The
technique of foundation of this dam is that its foundation
is similar the pile foundation but modification of this
foundation is that its pilling is to be connected like a
stem of tree. The pipe is inserted in the ground and
cement past is inserted in the drilled pipe this technique
also known as grouting.
4. FEASIBLE RIVER
The Feasible River to situate this dam are Brahmaputra
river in the location of Dibrugarh, Assam, India. For the
purpose of chose of this river are that, its broad coverage
on that particular to fulfil the requirement.
Fig -2: 3 Gorges (Hills)
5. FEASIBLE ZONES IN INDIA
The feasible zone in India are the flowing of the
Brahmaputra river at Dibrugarh, Assam, India Because of
availability of large amount of water and location for
situate this dam. It became a large Dam in India in Future
and generate a high rate of electricity all over the India.
6. MILESTONES IN ITS APPLICATION
The milestone in its application is as follows:
 The first milestones in its application are
environmental condition.
 The political parties also involve in this dam
preparation.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3246
 The milestones in its application are, the
particular zone’s people.
 Availability of water is also the milestone in its
application.
 Availability of Large location.
Fig -3: Upward flow of water
7. FUTURE SCOPE
The future Scope of this Dam are as follows:
 This Dam produce high rate of electricity all
over the India.
 Dam’s water can be used for the irrigation
purpose.
 High rate of water treatment plant can be
situated for the purpose of supply high quality
pure water all over the India.
 The Emergency zone helps to collect the dam
water.
 Its water can also be used for fishing.
8. CONCLUSIONS
After discussing all the above point, we come to
conclusion that it can be easily construct at Dibrugarh,
Assam, India at Brahmaputra River. That particular
location produces high rate of electricity all over the
India. Its water can be using for various purposes such
that fishing, irrigation and power generation.
It is a first Dam which Produce high rate of power
generation all over the India. The world largest Dam are
3 Gorges Dam which is situated in China, so similar type
of dam can be construct in Dibrugarh, Assam, India
which Produce High rate of electricity all over the India,
so it is called as Return Of 3 Gorges Dam in India.
Fig -3: Loading of Cargo Ships for lifting
REFERANCES
[1]. PROVIDING IMPROVED DAM SAFETY
MONITORING USING EXISTING
[2]. STAFF RESOURCES Barry K. Myers, P.E.1, David
H. Scofield, P.E., C.E.G.2
[3]. The National Dam Safety Program research
needs workshop on Seepage through
[4]. Embankment Dams was held on October 17-19,
2000, in Denver, Colorado.
[5]. Why Include Instrumentation in Dam
Monitoring Programs the USSD Committee on
Monitoring of Dams. Barry Myers and Jay
Stateler. November 2008 (Version 1.00).
[6]. International Journal on Intelligent monitoring
of dam safety. Irrigation Engineering And
Hydraulic Structure by S.K.GARG,KHANNA
PUBLICATION. Chapter no. 22 Instrumentation
P.W.D. handbook, P.W.D
[7]. Geotechnical Instrumentation for Monitoring
Field Performance by Michael L. Hoverland, Tata
McGill
[8]. Mr. R. K. Bamane Executive Engineer, MERI
Nasik.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3247
[9]. Chopra A.K. (1970). Earthquake response
Analysis of concrete gravity dams. Proc. ASCE,
EM4.
[10]. Du, X., Zhang, Y. and Zhang, B. (2007) ―
Nonlinear seismic response analysis of arch
damfoundation systems part I dam-foundation
rock interaction‖ Bull Earthquake Eng. (2007)
5:105–119.
[11]. P. Novak, A.I.B. Moffat, C. Nalluri and R.
Narayanan (2007) ―Hydraulic Structures‖
Forth Edition, Taylor & Francis Co.
[12]. Heidi Hull (2009) ‖Large Dams- Human
and Environmental Benefits and Costs‖
University of Wisconsin‐Stevens Point.
[13]. Dasgupta G.and Chopra A.K., (1979).
Dynamic Stiffness Matrices for Homogeneous
Viscoelastic Half Plane. ASCE, J. of Eng.
Mechanics, Vol. 105, pp: 729-745.
[14]. Chopra A.K. and Chakrabarti P. (1981).
Earthquake Analysis of Concrete Gravity Dams
including Dam-Water-Foundation Rock
Interaction. Earth. Eng. & Struc. Dynamics, Vol.
9, pp 363-383.
[15]. Zienkiewicz, 0.C. and Taylor, R.L.
(1991). The finite element method; volume II.
Forth edition, First published in I967 by
McGraw-Hill pp.407- 419.
[16]. AKK¨OSE, M. A. DUMANO_GLU, A. M.
TUNA, E. (2004). Investigation of Hydrodynamic
Effects on Linear and Nonlinear Earthquake
Responses of Arch Dams by the Lagrangian
Approach‖ Turkish J. Eng. Env. Sci. 28 (2004),
25 – 40.
[17]. Aznarez, J.J. Maeso, 0. and Dominguez, J.
(2006). BE analysis of bottom sediments in
dynamic fluid-structure interaction problems.
Engineering Analysis with Boundary Elements
30, pp. I24-I36.
[18]. Daniel Celarec (2002) “Probabilistic
Seismic Risk Assessment of Concrete Gravity
Dams
[19]. Akkose, M., Bayraktar, A. and
Dumanoglu, A.A. (2008. Reservoir water level
effects on nonlinear dynamic response of arch
dams‖ Journal of Fluids and Structures 24
(2008) 418–435.
[20]. Seghir, A., Tahakourt, A. and Bonnet, G.
(2009). Coupling FEM and symmetric BEM for
dynamic interaction of dam–reservoir systems‖
Engineering Analysis with Boundary Elements
33 (2009) 1201–1210.

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IRJET- A Case Study of Proposed World’s Biggest Dam in India: A Review

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3244 A CASE STUDY OF PROPOSED WORLD’S BIGGEST DAM IN INDIA: A REVIEW 1Shubham Chaudhary, 2Ankur Kumar, 3Arun Kumar 1,3 Undergraduate, Dept. of Civil Engineering, Buddha Institute of Technology, Uttar Pradesh, India 2 Assistant Professor, Dept. of Civil Engineering, Buddha Institute of Technology, India --------------------------------------------------------------- ***--------------------------------------------------------------- Abstract – Today in the era of higher energy consumption it is very important that a nation should make different provisions for obtaining the large amount of energy without entraining the well being of the environment. In the recent time there are no. of countries which convert the hydro energy into electrical energy and mechanical energy. In this project the main concern is given on the implementation of the 3-Gorges dam in India which will benefits the electricity production in India and it will be also beneficial for the economical growth of the country. This implication of the biggest dam not only provides the electricity but also provide the additional benefits for the agricultural purpose and other various purpose. Its implication also not distracts the path of the travelling of ships because it will be made with advantageous features from the perspective of transportation of the cargo ships from one destination to the another. This dam also consists of a bridge for the transportation of vehicles from one side of the river to another side of the river. Its capacity of the electricity production is also very high in comparison to the today’s electricity production plants. Its implementation will make the nation self-strengthen for its economic growth, due to the independency on the electricity growth and consumption of hydro energy. Thus, the implication of this will be beneficial for the nation with various perspective. 1. INTROUCTION This study basically deals with the implementation of the worlds biggest dam in India. In this study it is found that Dibrugarh is the best zone which is found in India and also that location is less populated in comparison to the other location. Its allocation is better found after Dibrugarh because near the Radha Krishna Mandir of Dibrugarh the river zone is more suitable for the implantation of the dam and also that location is observed as the initiation of the whole river, so in case the dam is made there it must give additional benefits to the Bogibeel Bridge made near Dibrugarh. It is also seen that the Brahmaputra river is very wide and contains high discharge carry capacity. This dam is made in such a way that through the stored water we can generate electricity in a very large amount, which makes the nation independent from the other countries in case of electricity demands. The 3-Gorges dam of China has the capability of generating approx. 20,000-Megawatt electricity, which makes the China independent from the other countries for the electricity. This proposed dam also contain a bridge over it which makes the both sides habitat connected to each other. This proposed dam also has cargo lifting system which enables the safe passing of the cargo’s loaded with the goods. Its sluice path way is different from the other dam because it contains horse type shoe for preventing the deterioration of soil of the down side dam i.e. at the outer portion of the dam.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3245 Fig -1: 3-Gorges dam at Yangtze River 2. LITERATURE REVIEW There are various studies which is done in the area of dams, these studies concluded the different facts which will be very beneficial during the implementation of world’s biggest dam in India. Babar, H. T. and G. B. Raje concluded the fact that the implementation of dams will increases the productivity due to the fertilization of soil by the settlement of the soils of different locations and also a large variety of habitats are grown in the dam occupied region. It also enables the use of water for different required purpose, it may be according to the condition of the location. C.J. Wijesundara and N.D.K. Dayawansa comprises the fact that the storage of large amount of water in the reservoirs enables the matter of the fact that the landscape of that area changes after some years it may be a long-term process, but those places may be the good place for some new species, which can grow and reproduce themselves easily and may survive in that specific environment. 3. METHODOLOGY For the purpose of the making this dam is that for the generation of the high rate of electricity in India and its water also used in the irrigation purpose. In this dam there are some special features. The features of this dam are that, in this dam there are two emergency zone is built for the purpose, whenever the dam is break or any type of defect then its water to be collect in this emergency zone due to this water is not waste and it can be reuse for any purpose. Its foundation is made for the special technique. The technique of foundation of this dam is that its foundation is similar the pile foundation but modification of this foundation is that its pilling is to be connected like a stem of tree. The pipe is inserted in the ground and cement past is inserted in the drilled pipe this technique also known as grouting. 4. FEASIBLE RIVER The Feasible River to situate this dam are Brahmaputra river in the location of Dibrugarh, Assam, India. For the purpose of chose of this river are that, its broad coverage on that particular to fulfil the requirement. Fig -2: 3 Gorges (Hills) 5. FEASIBLE ZONES IN INDIA The feasible zone in India are the flowing of the Brahmaputra river at Dibrugarh, Assam, India Because of availability of large amount of water and location for situate this dam. It became a large Dam in India in Future and generate a high rate of electricity all over the India. 6. MILESTONES IN ITS APPLICATION The milestone in its application is as follows:  The first milestones in its application are environmental condition.  The political parties also involve in this dam preparation.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3246  The milestones in its application are, the particular zone’s people.  Availability of water is also the milestone in its application.  Availability of Large location. Fig -3: Upward flow of water 7. FUTURE SCOPE The future Scope of this Dam are as follows:  This Dam produce high rate of electricity all over the India.  Dam’s water can be used for the irrigation purpose.  High rate of water treatment plant can be situated for the purpose of supply high quality pure water all over the India.  The Emergency zone helps to collect the dam water.  Its water can also be used for fishing. 8. CONCLUSIONS After discussing all the above point, we come to conclusion that it can be easily construct at Dibrugarh, Assam, India at Brahmaputra River. That particular location produces high rate of electricity all over the India. Its water can be using for various purposes such that fishing, irrigation and power generation. It is a first Dam which Produce high rate of power generation all over the India. The world largest Dam are 3 Gorges Dam which is situated in China, so similar type of dam can be construct in Dibrugarh, Assam, India which Produce High rate of electricity all over the India, so it is called as Return Of 3 Gorges Dam in India. Fig -3: Loading of Cargo Ships for lifting REFERANCES [1]. PROVIDING IMPROVED DAM SAFETY MONITORING USING EXISTING [2]. STAFF RESOURCES Barry K. Myers, P.E.1, David H. Scofield, P.E., C.E.G.2 [3]. The National Dam Safety Program research needs workshop on Seepage through [4]. Embankment Dams was held on October 17-19, 2000, in Denver, Colorado. [5]. Why Include Instrumentation in Dam Monitoring Programs the USSD Committee on Monitoring of Dams. Barry Myers and Jay Stateler. November 2008 (Version 1.00). [6]. International Journal on Intelligent monitoring of dam safety. Irrigation Engineering And Hydraulic Structure by S.K.GARG,KHANNA PUBLICATION. Chapter no. 22 Instrumentation P.W.D. handbook, P.W.D [7]. Geotechnical Instrumentation for Monitoring Field Performance by Michael L. Hoverland, Tata McGill [8]. Mr. R. K. Bamane Executive Engineer, MERI Nasik.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3247 [9]. Chopra A.K. (1970). Earthquake response Analysis of concrete gravity dams. Proc. ASCE, EM4. [10]. Du, X., Zhang, Y. and Zhang, B. (2007) ― Nonlinear seismic response analysis of arch damfoundation systems part I dam-foundation rock interaction‖ Bull Earthquake Eng. (2007) 5:105–119. [11]. P. Novak, A.I.B. Moffat, C. Nalluri and R. Narayanan (2007) ―Hydraulic Structures‖ Forth Edition, Taylor & Francis Co. [12]. Heidi Hull (2009) ‖Large Dams- Human and Environmental Benefits and Costs‖ University of Wisconsin‐Stevens Point. [13]. Dasgupta G.and Chopra A.K., (1979). Dynamic Stiffness Matrices for Homogeneous Viscoelastic Half Plane. ASCE, J. of Eng. Mechanics, Vol. 105, pp: 729-745. [14]. Chopra A.K. and Chakrabarti P. (1981). Earthquake Analysis of Concrete Gravity Dams including Dam-Water-Foundation Rock Interaction. Earth. Eng. & Struc. Dynamics, Vol. 9, pp 363-383. [15]. Zienkiewicz, 0.C. and Taylor, R.L. (1991). The finite element method; volume II. Forth edition, First published in I967 by McGraw-Hill pp.407- 419. [16]. AKK¨OSE, M. A. DUMANO_GLU, A. M. TUNA, E. (2004). Investigation of Hydrodynamic Effects on Linear and Nonlinear Earthquake Responses of Arch Dams by the Lagrangian Approach‖ Turkish J. Eng. Env. Sci. 28 (2004), 25 – 40. [17]. Aznarez, J.J. Maeso, 0. and Dominguez, J. (2006). BE analysis of bottom sediments in dynamic fluid-structure interaction problems. Engineering Analysis with Boundary Elements 30, pp. I24-I36. [18]. Daniel Celarec (2002) “Probabilistic Seismic Risk Assessment of Concrete Gravity Dams [19]. Akkose, M., Bayraktar, A. and Dumanoglu, A.A. (2008. Reservoir water level effects on nonlinear dynamic response of arch dams‖ Journal of Fluids and Structures 24 (2008) 418–435. [20]. Seghir, A., Tahakourt, A. and Bonnet, G. (2009). Coupling FEM and symmetric BEM for dynamic interaction of dam–reservoir systems‖ Engineering Analysis with Boundary Elements 33 (2009) 1201–1210.