1. A cofferdam is a temporary structure built around construction sites located underwater to allow workers to perform construction in a dry environment. It is constructed by driving sheet piling into the ground and placing concrete along the bottom to seal it off from water seepage.
2. The main types of cofferdams are braced, earth-type, timber crib, double-walled sheet pile, and cellular. Their construction involves setting up sheet piling, installing bracing frames, placing a concrete seal, and sometimes using bearing piles before dewatering the site.
3. Safety is the top priority in cofferdam construction due to the risk of flooding. Proper design, construction oversight
Pile foundation are essential in case where SBC is low or the load coming from superstructure is too heavy,
Topics covered includes Materials used for making piles, Type of piles, load transfer mechanism, factors affecting selection of piles, Installation methods, load carrying capacity of piles, different load tests performed and the behavior of piles as a group.
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.
Pile foundation are essential in case where SBC is low or the load coming from superstructure is too heavy,
Topics covered includes Materials used for making piles, Type of piles, load transfer mechanism, factors affecting selection of piles, Installation methods, load carrying capacity of piles, different load tests performed and the behavior of piles as a group.
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.
General presentation of under-reamed piles. Mainly for diploma engineers, it is really helpful as its objective, dimensions, usage, etc are shown with proper images. It will really helpful for the basic knowledge of under-reamed piles.
Prestressed concrete ,post tensioning ,pre tensioning, where normal concrete can not be used and need of more strength is required this type of concrete are used. Metal bars are replaced by the tendoms which are generally used to create tension in concrete. So because of that beam bends in upward direction and when load is applied it come in normal conditon.
Diaphragm wall: Construction and DesignUmer Farooq
Diaphragm walls are concrete or reinforced concrete walls constructed in slurry-supported, open trenches below existing ground.
Concrete is placed using the Tremie installation method or by installing pre-cast concrete panels (known as a pre-cast diaphragm wall). Diaphragm walls can be constructed to depths of 150 meters and to widths of 0.5 to 1.50 meters.
The vacuum dewatering process basically improves strength, durability, and other properties of concrete by reducing the water-cement ratio immediately after the mix is placed, usually in floors and other flatwork. A Bridgeport, Connecticut vacuum dewatering demonstration, although it involved no new ...
vacuum dewatering system
vacuum dewatering pump
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wellpoint pump systems
dewatering pump system
dewatering pump
dewatering wellpoint
small wellpoint dewatering systems
interesting civil engineering topics
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Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
General presentation of under-reamed piles. Mainly for diploma engineers, it is really helpful as its objective, dimensions, usage, etc are shown with proper images. It will really helpful for the basic knowledge of under-reamed piles.
Prestressed concrete ,post tensioning ,pre tensioning, where normal concrete can not be used and need of more strength is required this type of concrete are used. Metal bars are replaced by the tendoms which are generally used to create tension in concrete. So because of that beam bends in upward direction and when load is applied it come in normal conditon.
Diaphragm wall: Construction and DesignUmer Farooq
Diaphragm walls are concrete or reinforced concrete walls constructed in slurry-supported, open trenches below existing ground.
Concrete is placed using the Tremie installation method or by installing pre-cast concrete panels (known as a pre-cast diaphragm wall). Diaphragm walls can be constructed to depths of 150 meters and to widths of 0.5 to 1.50 meters.
The vacuum dewatering process basically improves strength, durability, and other properties of concrete by reducing the water-cement ratio immediately after the mix is placed, usually in floors and other flatwork. A Bridgeport, Connecticut vacuum dewatering demonstration, although it involved no new ...
vacuum dewatering system
vacuum dewatering pump
vacuum dewatering box
wellpoint pump systems
dewatering pump system
dewatering pump
dewatering wellpoint
small wellpoint dewatering systems
interesting civil engineering topics
civil engineering topics for presentation
civil seminar topics ppt
civil engineering seminar topics 2018
best seminar topics for civil engineering
seminar topics pdf
seminar topics for mechanical engineers
seminar topic for civil engineering pdf
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
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.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
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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.
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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.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
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.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Gen AI Study Jams _ For the GDSC Leads in India.pdf
Cofferdam
1. CVL 776
CONSTRUCTION PRACTICES AND EQUIPMENT
SUBMITTED TO:-
PROF. A.K. JAIN
(DEPT. OF CIVIL
ENGINEERING, IIT
DELHI)
SUBMITTED BY :-
SHASHANK NAMDEO
2015CET2152
3. A cofferdam is a temporary structure designed to
keep water and/or soil out of the excavation in which a
bridge pier or other structure is built.
When construction must take place below the water
level, a cofferdam is built to give workers a dry work
environment. Sheet piling is driven around the work
site, seal concrete is placed into the bottom to prevent
water from seeping in from underneath the sheet piling,
and the water is pumped out
The word "cofferdam" comes from "coffer" meaning
box, in other words a dam in the shape of a box.
DEFINITION
5. • Formed from a single wall of sheet piling
• Driven into the ground to form a box
• around the excavation site
• The "box" is then braced on the inside
• Interior is dewatered
• Primarily used for bridge piers in
• shallow water (30 - 35 ft depth)
1.BRACED COFFERDAMS
6.
7. • It is the simplest type of cofferdam.
• It consists of an earth bank with a clay core or
vertical sheet piling enclosing the excavation.
• It is used for low-level waters with low velocity
and easily scoured by water rising over the top.
2. EARTH-TYPE
8.
9. • Constructed on land and floated into place.
• Lower portion of each cell is matched with
contour of river bed.
• It uses rock ballast and soil to decrease seepage
and sink into place, also known as “Gravity
Dam”.
• It usually consists of 12’x12’ cells and is used in
rapid currents or on rocky river beds.
• It must be properly designed to resist lateral
forces such as tipping / overturning and sliding
3. TIMBER CRIB
11. • They are double wall cofferdams
comprising two parallel rows of sheet
piles driven into the ground and
connected together by a system of tie rods
at one or more levels.
• The space between the walls is generally
filled with granular material such as
sand, gravel or broken rock.
4. DOUBLE-WALLED SHEET PILE
12.
13. • Cellular cofferdams are used only in
those circumstances where the excavation
size precludes the use of cross-excavation
bracing.
• In this case, the cofferdam must be stable
by virtue of its own resistance to lateral
forces.
5. CELLULAR
15. • Scouring or undermining by rapidly
• flowing water
• Stability against overturning or tilting
• Upward forces on outside edge due to
tilting
• Stability against vertical shear
• Effects of forces resulting from:
• Ice, Wave, Water, Active Earth and
• Passive Earth Pressures
DESIGN CONSIDERATIONS
16. • Allow excavation and construction of structures
in otherwise poor environment .
• Provides safe environment to work
• Contractors typically have design responsibility
• Steel sheet piles are easily installed and
removed
• Materials can typically be reused on
• other projects
ADVANTAGES
17. Items needed for installation:
•Pile driving hammer
•Vibratory or Impact
•Crane of sufficient size
•Steel sheet piles are typically used
•H-piles and/or wide-flange beams for wales and
stringers
•Barges may be required
INSTALLATION
20. The typical cofferdam, such as a bridge pier,
consists of sheet piles set around a bracing frame
and driven into the soil sufficiently far to develop
vertical and lateral support and to cut off the flow
of soil and, in some cases the flow of water.
DESCRIPTION
21. The structure inside may be founded directly on
rock or firm soil or may require pile foundations.
In the latter case, these generally extend well
below the cofferdam.
In order to dewater the cofferdam, the bottom
must be stable and able to resist hydrostatic uplift.
Placement of an underwater concrete seal course is
the fastest and most common method.
DESCRIPTION
22. An underwater concrete seal course may be placed
prior to dewatering in order to seal off the water, resist its
pressure, and also to act as a slab to brace against the
inward movement of the sheet piles in order to mobilize
their resistance to uplift under the hydrostatic pressure.
CONSTRUCTION
23. For a typical cofferdam, such as for a bridge
pier, the construction procedure follow the listed
pattern.
1. Pre-dredge to remove soil or soft sediments
and level the area of the cofferdam.
CONSTRUCTION SEQUENCE
24. 2. Drive temporary support piles
3. Temporarily erect bracing frame on the support piles.
CONSTRUCTION SEQUENCE
25. 4. Set steel sheet piles, starting at all four corners and
meeting at the center of each side
5. Drive sheet piles to grade.
6. Block between bracing frame and sheets, and provide
ties for sheet piles at the top as necessary.
CONSTRUCTION SEQUENCE
26. 7. Excavate inside the grade or slightly below
grade, while leaving the cofferdam full of water.
CONSTRUCTION SEQUENCE
27. 8. Drive bearing piles.
9. Place rock fill as a leveling and support
course.
CONSTRUCTION SEQUENCE
37. In cofferdam construction, safety is a paramount
concern, since workers will be exposed to the hazard of
flooding and collapse. Safety requirements are:
• Good design
• Proper construction
• Verification that structure is constructed as per plan
• Monitoring the behavior of cofferdam and its
surrounding
• Provision of adequate access
• Light and ventilation
• Attention to safe practices on the part of all workers and
supervisors
SAFETY REQUIREMENTS
38. Principal hazards and risks
1. Falls from height from dam walls into
excavation or into water
2. Health hazards from contaminated water,
hazardous gases in confined spaces, noise and
vibration from piling operations
3. Hazards from services such as cables in river
bed, temporary power cables in water etc.
39. 4. Contact with moving equipment such as
collisions between boats, pontoons, crane barges
and cofferdam. moving plant and slewed
equipment in confined space
5. Flooding caused by failure of cofferdam walls
40. Some design options to reduce
hazards
1.Consider a temporary causeway instead of
floating rigs
2. Prefabricated caissons towed into place be used
instead of driven piled cofferdams to lessen the
work in the water and reduce the noise.
3. Consider the level of the working platform or
causeway with respect to high tide and flood
levels.
41. 5. Plan the shape of the cofferdam to suit working
space and construction plant as well as final
structure.
6. Consider the use of different construction or of
remotely controlled techniques to design out the
need for underwater working.
7. Incorporate lugs and holes in design to aid
fixing of equipment
46. TYPES OF INTERLOCKS
1. BALL AND SOCKET
2. SINGLE JAW SOCKET
3. DOUBLE JAW SOCKET
4. HOOKE AND GRIP
5. THUMB AND FINGURE ONE PIONT
6. THUMB AND FINGURE THREE POINT
7. DOUBLE HOOKE