1) The document discusses the retrofitting of the Prakasam Barrage irrigation structure across the Krishna River in Andhra Pradesh.
2) Retrofitting is done to strengthen structures and prolong their lifespan by enhancing safety against damage from loads, disasters, or aging.
3) The Prakasam Barrage was originally conceived in the 19th century and upgraded in the 20th century. It underwent retrofitting from 2002-2004 to reinforce it and sustain its life in response to changing design standards.
In this you will find some of the basic thing regarding the elevated water tank and this is our one of the team project work in college. Hope you will enjoy it....
Grillage Analysis of T-Beam bridge, Box culvert and their Limit State Design; components of Bridges and loads acting on bridges are presented in this slide.
Types- selection of the suitable site for the diversion headwork components
of diversion headwork- Causes of failure of structure on pervious foundation- Khosla’s theory- Design of concrete sloping
glacis weir.
In this you will find some of the basic thing regarding the elevated water tank and this is our one of the team project work in college. Hope you will enjoy it....
Grillage Analysis of T-Beam bridge, Box culvert and their Limit State Design; components of Bridges and loads acting on bridges are presented in this slide.
Types- selection of the suitable site for the diversion headwork components
of diversion headwork- Causes of failure of structure on pervious foundation- Khosla’s theory- Design of concrete sloping
glacis weir.
Static Indeterminacy and Kinematic IndeterminacyDarshil Vekaria
This ppt is more useful for Civil Engineering students.
I have prepared this ppt during my college days as a part of semester evaluation . Hope this will help to current civil students for their ppt presentations and in many more activities as a part of their semester assessments.
I have prepared this ppt as per the syllabus concerned in the particular topic of the subject, so one can directly use it just by editing their names.
Workshop under the Capacity Building Programme of the Southern Road Connectivity Project / Expressway Connectivity Improvement Plan Project, March 2016
The presentation summarizes the project work done on "Seismic Analysis of Elevated Water Tank". Elevated water tanks are important structures that serve the function of supplying municipal water to the civil community. The stability of such structure is highly uncertain in the eve of earthquake. This project analyses the performance of such a structure in the eve of earthquake.
The project is done as a course requirement for undergraduate degree in May 2013. The degree in pursuit was "Bachelor of Technology in Civil Engineering" in National Institute of Technology in Tiruchirappalli (INDIA). The authors were in final year of the study during the making of the project.
Visit www.seminarlinks.blogspot.com to Download.
The intersection of railway track and the road at the same level is referred to as a level crossing. In the urban areas the level crossing is generally monitored by qualified railway personnel who monitor the train movement and close the level crossing gate to stop the interfering road traffic but such closing of gates leads to congestion in road traffic and also causes loss of time to road users. Road under bridge and road over the bridge are considered as solutions for avoiding level crossings of roads and railway track.
Static Indeterminacy and Kinematic IndeterminacyDarshil Vekaria
This ppt is more useful for Civil Engineering students.
I have prepared this ppt during my college days as a part of semester evaluation . Hope this will help to current civil students for their ppt presentations and in many more activities as a part of their semester assessments.
I have prepared this ppt as per the syllabus concerned in the particular topic of the subject, so one can directly use it just by editing their names.
Workshop under the Capacity Building Programme of the Southern Road Connectivity Project / Expressway Connectivity Improvement Plan Project, March 2016
The presentation summarizes the project work done on "Seismic Analysis of Elevated Water Tank". Elevated water tanks are important structures that serve the function of supplying municipal water to the civil community. The stability of such structure is highly uncertain in the eve of earthquake. This project analyses the performance of such a structure in the eve of earthquake.
The project is done as a course requirement for undergraduate degree in May 2013. The degree in pursuit was "Bachelor of Technology in Civil Engineering" in National Institute of Technology in Tiruchirappalli (INDIA). The authors were in final year of the study during the making of the project.
Visit www.seminarlinks.blogspot.com to Download.
The intersection of railway track and the road at the same level is referred to as a level crossing. In the urban areas the level crossing is generally monitored by qualified railway personnel who monitor the train movement and close the level crossing gate to stop the interfering road traffic but such closing of gates leads to congestion in road traffic and also causes loss of time to road users. Road under bridge and road over the bridge are considered as solutions for avoiding level crossings of roads and railway track.
Repair and Rehabilitation of Historical StructuresAravind Samala
Repair, Retrofitting and Rehabilitation of Heritage buildings and historical structures. As Heritage buildings serves the integrity in and around the world, there is a great need to repair and restore them.
STRUCTURAL CRACKS: 1. Epoxy injection 2. Polyurethane injection 3. Stitching of cracks Problem Identification Selection of suitable solution
9. EPOXY INJECTION 60002C Epoxy Injection Pump Epoxy grout consists of epoxy resin, epoxy hardener and sand/aggregates. Epoxy grout is non-porous and wouldn’t absorb any contaminant or stains.
10. STRUCTURAL CRACKS: 1. Epoxy injection 3. Stitching of cracks Problem Identification Selection of suitable solution 2. Polyurethane Injection
11. POLYURETHANE INJECTION Installed Injection Packer Polyurethane Crack Injection Polyurethane injection involves a high pressure (typically 1500-3200 psi) injection of activated polyurethane through injection packers hammered into drilled holes. These fast-setting foams are effective alternatives for applications involving only crack sealing (waterproofing) and not structural repair.
12. STRUCTURAL CRACKS: 1. Epoxy injection 2. Polyurethane Injection Problem Identification Selection of suitable solution 3. Stitching of cracks
13. STITCHING OF CRACKS
14. ROOF LEAKAGES 1. Replacement of damaged roof with new clay roof tile and rearrangement of sealant. 2. Replacement of damaged roof portion by Asbestos roof and refill of sealant 3. Lead flashing Problem Identification Selection of suitable solution
15. Peeling of walls and ceiling The most suited and effective solution for peeling of walls or plaster is Mughal Plastering i.e. Plastering with lime mortar. Its lifetime is 10 years. Mold stains The effective solution is applying soap water under high pressure using pressure nozzle, controller and tube. Vegetation growth The materials used to remove vegetation growth are Glyphosate, ammonia solution and lime mortar. Maluti temples, Dumka District, Jharkhand Problem Identification Selection of suitable solution
ELAICH - Educational Linkage Approach in Cultural Heritage.
For more information and presentations, please visit: http://elaich.technion.ac.il/
Earthquake response of historic structures
A credit may be allowed for substantial expenditures incurred in a 24-month period to rehabilitate a certified heritage structure located in Maryland. The credit is available for owner-occupied residential property, as well as income-producing property. Credits may not be authorized after June 30, 2010.
Causal models for the forensic investigation of structural failuresFranco Bontempi
The structural collapses are rare events that are characterized by complex dynamics: the identification
of their causes and the explanation of their developments are not straightforward processes and depend on numerous different factors. A fundamental aspect is that, even if sometimes it is possible to identify the trigger that have materially caused the collapse, usually there is a complex background of situations that have made the event possible and that need to be accurately analyzed. The investigation of the interrelated aspects and concurrent
causes is a fundamental task to assign conveniently the civil and criminal responsibilities. Starting from these considerations, the aim of this paper is to present some concepts that, in the Authors’ opinion, constitute a basis for the framework of the investigation activities. In the first part of thework two concepts are discussed. The first one is the concept of structural complexity, which is an attribute of the civil constructions that are characterized
by significant interactions, strong nonlinearities, and large uncertainties. The second concept regards the extension to the Civil Engineering field of a model for the development of failures proposed by Reason (Swiss Cheese Model, 1990). In the second part of the paper some operational approaches are briefly introduced: the breakdown of the problem and the analysis of the timeline; they are essential tools for the assignment of the various responsibility profiles.At the end of the contribution, the concept of structural dependability is recalled as an antidote to avoid failures providing high-quality structural design.
This presentation contains; Causes of distress in structure,Construction and design failures,Condition assessment and distress diagnostic techniques,Inspection and evaluating damaged structure
This presentation helps you to get the detailed basics as per DBATU, Lonere for Last Year Civil BTech for subject Infrastructure Engg.
Module-3 Bridge Engineering: Sub-structures, Determination of design discharge, Linear Water Way, Economical Span, Afflux, Scour depth, Indian Road Congress Bridge Code
Abutments: Definition, Functions, Dimensions, Types, Forces acting on an abutment,Conditions of stabilityPiers: Definition, Function, Types, Forces acting on a pier, Conditions of stability, Dimensions, Location, Abutment pier
Wing walls: Definition, Functions, Types, Forces acting on a wing wall, Conditions of stability, Dimensions, Precautions
Materials for sub-structures: Cement concrete, Masonry, Steel etc.
DAMS
Types of dams
Selection of dam sites
Geological characters for investigation
Selection of the dam type
Gravity dams
butress dams
embankment dams
arch dams
cupola dams
composite dams
Bhakra Dam
Mir Alam multi-arch dam
Idukki Dam
Tehri Dam
Ujani Dam or bhima dam
DIAGNOSTIC ANALYSIS OF DISTRESSED HYDRAULIC STRUCTURES: CASE STUDIES OF GUJAR...IEI GSC
Presentation on DIAGNOSTIC ANALYSIS OF DISTRESSED HYDRAULIC STRUCTURES: CASE STUDIES OF GUJARAT, INDIA by Er Vivek P Kapadiya, Chief Engineer & Additional Secretary, Government of Gujarat at #33NCCE #IEIGSC
Flexure Behaviour of Ferrocement Strengthened RC beamsIEI GSC
Presentation on Flexure Behaviour of Ferrocement Strengthened RC beams
made by Axay Dhariwal under guidance of Prof Sunil Raiyani, Nirma Institute of Technology at #33NCCE #IEIGSC
MIXTURE DESIGN OF FLY ASH & SLAG BASED ALKALI ACTIVATED CONCRETE FOR PRECAST ...IEI GSC
Presentation on MIXTURE DESIGN OF FLY ASH & SLAG BASED ALKALI ACTIVATED CONCRETE FOR PRECAST CONCRETE
made by Daxesh Patel under guidance of Prof Sonal Thakkar at #33NCCE #IEIGSC
COMPARATIVE STUDY OF OUTRIGGER STRUCTURE WITH DIFFERENT CONFIGURATIONSIEI GSC
Presentation on COMPARATIVE STUDY OF OUTRIGGER STRUCTURE WITH DIFFERENT CONFIGURATIONS made by Nilesh Prajapati under guidance of Ms Pooja Mistry & prepared by Jugal Senghani at #33NCCE #IEIGSC
Laboratory Investigation on the Mechanical Behavior of Concrete Containing St...IEI GSC
Presentation on Laboratory Investigation on the Mechanical Behavior of Concrete Containing Steel Industry Waste made by Damyanti Baghada under supervision of Dr C D Modhera, SVNIT at #33NCCE #IEIGSC
ENHANCEMENT OF SEISMIC PERFORMANCE OF STRUCTURES USING HyFRCIEI GSC
Presentation on ENHANCEMENT OF SEISMIC PERFORMANCE OF STRUCTURES USING HyFRC by Needhi Kotoky Under the supervision of Dr. Anjan Dutta and Dr. Sajal K. Deb Department of Civil EngineeringIndian Institute of Technology Guwahati
Prefabricated construction systems in India- Precast Status and needed ImpetusIEI GSC
Presentation on Prefabricated construction systems in India- Precast Status and needed Impetus by Prof S. K. Singh,Sr. Principal Scientist & Professor, AcSIR, CSIR-Central Building Research Institute, Roorkee at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Evaluation of durability properties of recycled aggregate concrete incorporat...IEI GSC
Presentation on Evaluation of durability properties of recycled aggregate concrete incorporating flyash and silica fume by Parth Patel, Guided by Dr Urmil Dave & Prof Tejas Joshi, Nirma University, Ahmedabad at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Presentation on Precast Infrastructure by Darshit Jhaveri
Head - Technical & Commercial (India), FUJI Silvertech Concrete Pvt. Ltd. Ahmedabad at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Advances in Hydraulic Structures, Rubber Dam-A way forwardIEI GSC
Presentation on Advances in Hydraulic Structures, Rubber Dam-A way forward by Dr I Satyanarayan Raju, Former Chief Engineers, CDO, GOAP at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Effect of Waste Foundry Sand on Durability Properties of ConcreteIEI GSC
Presentation on Effect of Waste Foundry Sand on Durability Properties of Concrete by Tirth Doshi guided by Dr Urmil Dave & Prof Tejas Joshi at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Flexure Behaviour of Ferrocement Strengthened RC beamsIEI GSC
Presentation on Flexure Behaviour of Ferrocement Strengthened RC beams by Akshay Dhariwal & Prof Sunil Raiyani, Institute of Technology, Nirma University, Ahmedabad at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Dr. Jaikrishna Memorial Lecture on Evolution of BridgesIEI GSC
2nd Dr. Jaikrishna Memorial Lecture on Evolution of Bridges by Ashok Basa Past President, The Institution of Engineers (India) delivered during #33NCCE National Convention of Civil Engineers at #IEIGSC
State of the Art lecture/ presentation on Structural Safety in India by Dr Sudhir Jain, Director, IIT Gandhinagar during #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
GEO TEXTILES FOR DEVELOPMENT OF NORTH EASTERN REGIONIEI GSC
Presentation on GEO TEXTILES FOR DEVELOPMENT OF NORTH EASTERN REGION by Shri P.S.Barbora, In-Charge, NERC, Ahmedabad Textile Industry’s Research Association (ATIRA) Guwahati done at Workshop on Geo Textiles in Civil Engineering Organized at Ahmedabad by #IEIGSC
Use of GeoTextiles in Civil Engineering : Work on NH 150, ManipurIEI GSC
Presentation done by N Noren Singh, Chief Engineer (Buildings), Manipur during One day workshop on GEO TEXTILES IN CIVIL ENGINEERING organized by #IEIGSC in association of iNDEXTb, L D College of Engineering, Ahmedabad & ATIRA
Presentation on Textiles & GeoTextile Composites done by Saurabh Vyas at ATIRA during One day workshop on GEO Presentation done by Sh Saurabh Vyas during the workshop on GEOTEXTILES IN CIVIL ENGINEERING organized by #IEIGSC in association of iNDEXTb, L D College of Engineering, Ahmedabad & ATIRA
Presentation by Er Vivek Kapadia, FIE showing the application of Geo Synthetics in canals done at Workshop on GeoTextiles in Civil engineering organized by #IEIGSC
Presentation: Comparative Evaluation Of Epoxy Treated Reinforcement And Ename...IEI GSC
Presentation on Comparative Evaluation Of Epoxy Treated Reinforcement And Enamel Treated Reinforcement made by Dr PK Parhi, Professor of Civil Engineering, College of Engineering & Technology, Bhubaneswar at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC , Ahmedabad
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Retrofitting of irrigation structures- Prakasam Barrage, Andhra Pradesh, -A case Study
1. retrofitting of irrigation structures- Prakasam Barrage, Andhra Pradesh,
-A case Study
Dr. I Satyanarayana Raju,FIE,Ph.D.
Former Chief Engineer, Irrigation Dept.(AP)
Chairman, Institution of Engineers (India)
APState Centre, Hyderabad,Telangana State
2. Preamble
• In early twentieth Century engineers devoted more time to develop
methods of analysis and construction of different kind of structures
but spared very little time in repair/retrofitting/rehabilitation of
Structures.
• New construction of Dams, Highways, Sea Ports, Airways, Industries,
and other Infra-structural facilities was focused for long term
development and economic growth as a global scenario.
• In the second half of twentieth century the structures earlier built
had passed half of their life span and situation demanded repairs,
rehabilitation and retrofitting.
• Structures during their service life have a specified level of safety and
serviceability under the design working load and anticipated condition
of use.
• The deterioration structures may be due to inadequate design,
deficient construction, overloading, inadequate maintenance,
weathering, unforeseen events (Natural disasters)etc.,
• Repair, Rehabilitation, retrofitting and strengthening of structures
needed due to any one or combination those reasons.
3. What is Retrofitting ?
• Retrofitting is method or process for the strengthening of a structure.
• It is a Technique used to enhance the safety against any likely damage
to save the structure.
• The retrofitting avoids the expenses for a new structure and prolongs
life of structure.
• Reasons for retrofitting :
-Change in the intended use of structure (Ex: Increase in loading
pattern).
-Change in prevailing Codes- Ex: Grades of concrete.
-Damage to structure due to aging.
-Protect from disasters.
-Add additional strength to structure.
Rehabilitation: It is act of restoring some thing to its original position
after damage by an external or internal force. It denotes repairing
damaged structure during service or by natural disaters.
4. Vulnerability of Irrigation Structures:
• These are more vulnerable to natural disasters such as Floods, Cyclones,
Tsunamis, Earthquakes, Volcanoes etc.
• The Design Standards BIS or International Standards are dynamic and
change due to passage of time by updating.
• The Irrigation Structure built with certain standards are needing stability
analysis against modified standards in life span.
• Earlier Max. Design Flood of 100yrs/500yrs/1000yrs are now needed to
check for passage of PMF( Probable Max Flood) as per latest BIS.
• For safety point of all such Irrigation Structures needs rechecking for
their stability with Present standards.
• Some of the Structures due to their proneness for floods and cyclones
could have effected and damaged requiring rehabilitation.
• Hence the retrofitting or rehabilitation of Irrigation structures is a
common phenomenon, a case study of barrage is Presented.
• The Case study taken is Prakasam barrage across Krishna River in
Vijayawada town ( Famous for Goddess Kanakadurga and South central
Railway hub of many trains passing in all directions south,north,east and
west of India).
• It was basically an Anicut conceived by sir Arthur Cotton during in mid 19th
century and upgarded as barrage in mid 20th century.
• The Rehabilitation carried out ( By Author) is presented and very
interesting.
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61. CONCLUSIONS
• Post Barrage Rehabilitation Impacts:
• The Barrage with stood Historic Krishna flood -2009 of 10.60 lakhs
Cusecs.
• The downstream boils of Post rehabilitation of -7M is changed to
+0.00M indicating positive sign due to execution of sheet pile cut-off on
upstream and down stream of Barrage.
• The Expert Committee suggested to go in for second line of sheet pile
cut off on downstream.
• The barrage life sustained by rehabilitation works carried out during
2002-2004.
• Vulnerability to Vijayawada City of Prakasam Barrage minimised,
otherwise the 2009 floods to Krishna could have created scare among
Public.
• The Hydro-mechanical components(Gates) are periodically getting
painted to avoid corrosion and Gates upkeeping.
• The New upstream KLRao Pulichintala Project relieved pressure on
Prakasam barrage during floods becoming an intermittent flood
moderation Dam.