The World’s 18 Strangest Dams

The World’s 18 Strangest Dams

 

Whether its builder is a beaver or a person, a dam is always used for the same purpose: to manage, direct and prevent water flow. There an estimated 845,000 dams in the world; here are our picks for the 18 strangest.

Three Gorges Dam

Where: Sandouping, China–Yangtze River

Why It’s Unique: China’s Three Gorges Dam is not only the world’s largest hydroelectric dam, it’s also the world’s single largest source of electricity. The construction of the dam has been convoluted: Preliminary plans began as far back at 1932 but construction but didn’t start until late 1994; the dam isn’t scheduled to be completely finished until 2011. The structure’s estimated life is as short as 70 years; that was deemed long enough to justify the displacement of 1.24 million people.

Itaipu Dam

Where: On the border of Brazil and Paraguay–Parana River

Why It’s Unique: The Itaipu Dam, a partnership between Brazil and Paraguay, generated over 90,000 gigawatt hours of power in 2000—then a world record for hydroelectric generation. With a height of more than 196 meters, the dam stands as tall as a 65-story building. Its construction used enough steel to build 380 Eiffel Towers, along with 12.3 million cubic meters of concrete.

Guri Dam

Where: Bolivar State, Venezuela–Caroni River

Why It’s Unique: The Guri Dam in Venezuela not only boasts sky-high walls and powerful generators, it also has artistic flair. Artist Carlos Cruz Diez decorated one of the plant’s machine rooms in mind-bending pattern of colorful vertical bars, while Alejandro Otero built an enormous rotating kinetic sculpture nearby. The dam produces the energy equivalent of approximately 300,000 barrels of oil per day.

Grand Coulee Dam

Where:Grand Coulee, Washington–Columbia River

Why It’s Unique: Washington state’s Grand Coulee Dam is the largest in the United States. Nearly a mile long and 503 meters wide, its base area is large enough to hold all the pyramids of Giza. At 115 meters high, the dam is more than twice the height of Niagara Falls. The dam also has a memorable role in folk music history—a governmental energy organization commissioned Woody Guthrie to write songs about the dam in the early 1940s, including “Roll On, Columbia, Roll On” and “Grand Coulee Dam.”

Sayano-Shushenskaya Dam

Where: Khakassia, Russia–Yenisei River

Why It’s Unique: Russia’s Sayano-Shushenskaya Dam may not hold any records for its electricity generation, but other dams are no match for its sheer strength—the structure’s stated ability to withstand 8.0-magnitude earthquakes has earned it a spot in the Guinness Book of World Records. Still, not even the world’s strongest dam is immune to problems—a 2009 accident in which a turbine exploded resulted in the deaths of 75 people and 40 tons of oil spilled into the river.

Krasnoyarsk Dam

Where: Divnogorsk, Russia–Yenisey River

Why It’s Unique: Although the Krasnoyarsk dam has operated without the notoriety of its Russian neighbor, this concrete gravity dam has troubles of its own. The plant and its reservoir have apparently wrought changes on the local climate, causing the area to experience warmer and more humid weather conditions than the norm, and reducing ice cover in the area, which is in Siberia. Russia shows off the engineering feat on its 10-ruble bill.

Robert-Bourassa Dam

Where: Quebec, Canada–La Grande River

Why It’s Unique: Situated over Canada’s La Grande River, the Robert-Bourassa dam reaches 140 meters below the surface, making it the world’s largest underground plant. The dam’s centerpiece is a unique “giant’s staircase”—each step is the size of two football fields—that sweeps water downward.

Sand Dams

Where: Kenya

Why It’s Unique: Since 1995, Kenya has constructed more than 500 sand dams, which are usually about 50 meters long and 2 to 4 meters high. Unlike larger dams, which usually are used for hydroelectric power, these smaller structures are designed to store water during the wet season so dry communities have a water reservoir when the rain stops. These dams, which store water buried in silt, do a better job than surface water dams of keeping water from evaporating and maintaining water quality.

Redridge Steel Dam

Where: Redridge, Michigan–Salmon Trout River

Why It’s Unique: Located in Houghton County, Mich., this flat slab buttress dam is one of only three steel dams in the United States. Built in 1894, the dam’s spillway broke in 1941 and was partially repaired in 2001.

Timber Dams

Where: Japan

Why It’s Unique: To limit carbon dioxide emissions from steel and concrete dam construction, northern Japan’s Akita Prefecture started a project to build small-scale dams out of the country’s abundant supply of cedar. The dams serve mainly to minimize the effects of landslides and mud flows in the mountains.

Inguri Dam

Where: Jvari, Georgia–Inguri River

Why It’s Unique: At 892 feet in height, the Inguri Dam is the world’s tallest concrete arch dam. Completed in 1978, it was repaired in 1999 at a cost of 116 million euros.

New Cornelia Mine Tailings Dam

Where: New Cornelia Mine Tailings Dam

Why It’s Unique: In terms of sheer volume, the 7.4 billion cubic foot New Cornelia MineTailings Dam is the country’s largest dam structure. But this dam isn’t used for water—it’s used for mining. Mine tailings (loose collections of crushed rock left over from the mining process) were dumped here before the mine was shut down in 1983.

Syncrude Tailings Dam

Alberta, Canada


The Syncrude Tailings Dam holds the highest volume of material of any dam in the world: 540,000,000 cubic meters. This dam holds tailings from oil sands extraction; 500,000 tons of tailings are produced each day.

Verzasca Dam
Where: Ticino, Switzerland

Why It’s Unique: The Verzasca Dam, completed in 1965, is renowned for its beauty and its slender concrete arch. The design used less concrete than comparable dams, resulting in lower construction costs. When its reservoir was filled, small earthquakes were triggered.

Santee Cooper Dam System

Where: Pinopolis, South Carolina—Santee River

Why It’s Unique: Built to create jobs in the region during the Great Depression, the Santee Cooper Dam system boasts a reservoir area of 186,000 acres. The dam system, 42 miles in total, survived the third worst earthquake in U.S. history and was subsequently redesigned and stabilized for future quakes. The Pinopolis Dam, which is part of the Santee Cooper system, has the highest single-lift lock in the world for raising and lowering boats between different levels of water.

Roosevelt Dam

Where: Phoenix, Arizona—Salt River

Why It’s Unique: Italian stonemasons crafted this dam, hand-cutting all the stones for the project. In recent years, the dam’s height was raised 23 meters to increase water storage space by 20 percent, and it was completely resurfaced in concrete, changing its appearance.

Chalk Hills Dam

Where: On the Border of Wisconsin and Michigan—Menominee River

Why It’s Unique: The power house connected to this dam resembles a cathedral, complete with stained-glass windows celebrating the engineers and bankers involved in the original construction, and small multi-colored terrazzo tile. The structure was completed in 1927.

World’s Largest Beaver Dam

Where: Wood Buffalo National Park—Alberta, Canada

Why It’s Unique: Google Earth found the largest beaver dam in Alberta, Canada at 850 meters long–the closest size relative exists in Montana at 652 meters. Viewers think two beaver families constructed this massive piece of architecture, which contains two separate beaver lodges inside. The entire dam is surrounded by wetlands, common of more sizable beaver creations.

Choice of site and type of dam

Choice of site and type of dam

 

Dam types can be classified in different categories according to the material used in construction and how they withstand the thrust of water:
  • homogeneous drained earthfill dams, either zoned or with a man-made impervious element;
  • gravity dams, whether concrete or RCC;
  • arch dams;
  • and buttress or multiple arch dams (not dealt with here).
Fill dams are flexible structures while the other types are rigid.The main parameters to be taken into account in choosing a dam site and type are the following:
  • topography and inflow in the catchment area;
  • morphology of the river valley;
  • geological and geotechnical conditions;
  • climate and flood regime.
In many cases, after consideration of all these aspects, several types of dams will remain potential candidates. Economic considerations are then applied to rank the available alternatives.

1. TOPOGRAPHY AND INFLOW IN THE CATCHMENT AREA

If we ignore the case of lakes for recreational purposes and small dams for hydroelectric power generation, reservoir storage is the main factor influencing the entire dam design. The objective is in fact to have a volume of water  available for increasing dry weather river flow, irrigation or drinking-water supply, or free storage capacity to attenuate flooding.
The first task therefore consists in calculating the volume of water that can be stored in a basin, possibly at several different sites. A first approximation can be achieved using a 1/25 000 scale map with contour lines every 5 or 10 metres, except for reservoirs with storage of several tens of thousand cubic metres. The second task will then be to check whether conditions in the catchment area are such that the reservoir will be filled and to calculate the risk of shortfall.

2. MORPHOLOGY OF THE RIVER VALLEY

 

A dam is by nature linked to an environment. The morphology of the river valley therefore plays a vital role in the choice of a dam site and the most suitable type of dam.
Of course, the ideal and most economical location will be a narrow site where the valley widens upstream of the future dam, provided that the dam abutments are sound (i.e. a narrowing with no zones prone to rockfall or landslide).
Such a site is rarely found, either because the natural structure of a valley does not offer any point of narrowing or because the choice of the site is not solely dependent on engineering considerations.
As a first approach, a wide valley will be more suitable for construction of a fill dam.
A narrow site will be suitable for a gravity dam as well, and a very narrow site will be suitable for an arch. In every case, of course, provided that the foundation is acceptable.

3. GEOLOGY AND FOUNDATION CONDITIONS

The nature, strength, thickness, dip, jointing and permeability of the geological foundations at the site are a set of often decisive factors in selection of the dam type.

ROCK FOUNDATIONS

Except for severely jointed rock or rock with very mediocre characteristics, rock foundations are suitable for construction of any type of dam, provided that suitable measures are taken to strip off severely weathered materials and, if necessary, treat the foundation by grouting. Fill dams will always be suitable. For the other types, requirements are more severe for RCC, still more for conventional concrete, and finally most stringent for arch dams. The most important aspect is cracking (faults, joints, schistosity).

GRAVEL FOUNDATIONS

Provided that they are sufficiently compacted, gravel foundations are generally suitable for earth or rockfill dams, at least in terms of mechanical strength. Leakage must be controlled by suitable impervious barriers and drainage systems. In practice however, this type of foundation essentially is found on rivers with high flows. The dam must
therefore be able to discharge high floods, which precludes earthfill dams. Very small concrete dams may also be suitable provided precautions are taken with leaks and seepage (risk of piping) and with differential settlement.

SANDY-SILT FOUNDATIONS

Silt or fine sand foundations can be suitable for construction of earthfill dams, and even, in exceptional cases, for very small concrete gravity dams provided strict precautions are taken.

CLAY FOUNDATIONS

Clay foundations almost automatically impose the choice of a fill dam with slopes that are compatible with the mechanical characteristics of the geological formations.

4. AVAILABLE MATERIALS

 

Availability, on the site or near it, of suitable materials to build the dam has a considerable influence and one that is often decisive in choosing the type of dam:
  • soil that can be used for earthfill,
  • rock for rockfill or slope protection (rip-rap),
  • concrete aggregate (alluvial or crushed materials),
  • cementitious materials (cement, flyash, etc.).
If it is possible to extract the materials from the reservoir itself, reservoir storage can be increased. This also usually keeps the cost of transport and restoring borrow areas to a minimum.
As a general rule, if silty or clay soil of satisfactory quality (fines content, plasticity, condition) and quantity (1.5 times or twice the volume of fill required) is available, a dam construction alternative using homogeneous earthfill or quarry-sorted materials – setting aside the coarsest materials for the downstream shoulder – will be the most economical provided that the flood flows to be discharged are moderate.
If only a limited quantity of impermeable materials, and coarse or rockfill materials as well, is available, the possibility of a zoned earthfill dam or a rockfill dam with a watertight core can be considered. The disadvantage of this alternative is placement in zones, which is all the more complicated when the site is narrow, hindering movement of the machinery.
If only coarse materials are available, they can be used to build a homogeneous embankment with a watertight diaphragm wall built in the centre of the dam, by grouting after the fill has been placed or by an upstream watertight structure (concrete or bituminous concrete facing).
If only rockfill is available, a compacted rockfill dam with external watertight structure (geomembrane, hydraulic concrete or bituminous concrete facing) on the upstream face, will be suitable. A concrete alternative, especially RCC, can also prove to be competitive provided the foundation is good enough (rock or compact ground) with no need for excessive excavation.

5. FLOODS AND FLOOD DISCHARGE STRUCTURES

The cost of flood discharge structures depends on the hydrological characteristics of
the catchment area.
When the catchment area is large and floods are likely to be high, it may be advantageous to combine the dam and spillway functions and build an overspill dam.
On the other hand, if the spillway can be kept small, a fill dam will be preferred if all other conditions are equal.
When construction of the spillway would require significant excavation, the possibility of using the excavated materials will also be a factor in favour of building a fill dam.
When a tunnel is required for temporary diversion of the river during the work, it can usefully be incorporated into the flood discharge structures, if necessary increasing its cross-section slightly.
The choice of an RCC dam can be attractive if it is a means of shortening construction lead time and removing the risk of damage from flooding of the site before construction is complete, a risk that, with any other alternative, would mean building costly diversion or protection structures.

6. ECONOMIC CRITERIA

In many cases, the considerations set out above will be sufficient to select several types of dam as potential alternatives. For example, if the foundation is rock, loose materials are available near the site and flood flows are high, the choice will be between an RCC dam and an earthfill dam with a costly spillway.
The studies must then be pursued for these two types of dam, taking care to refine the cost estimates as the studies progress. As soon as one of the dam types seems significantly more economical, it is preferable to waste no further time on the other option.

CONCLUSIONS ON SELECTING A TYPE OF DAM

The choice of a type of dam is imposed by natural conditions in many cases, with no need for in-depth investigations. For example, if the rock substratum is at a depth of more than 5 metres, the only reasonable alternative will be a fill dam, at least for any project less than 25 metres high. In some regions, the geological context is such that
only one type of dam is usually built.
In other cases, the choice of dam type will be a compromise between different aspects – type of foundation, availability of materials in the vicinity, hydrology – to arrive at the best option economically speaking.
However, it is always an advantage to make a decision as quickly as possible, as a rule after the feasibility studies.

Railway Sleepers – Types of Sleepers

Railway Sleepers – Types of Sleepers

 

Depending upon the position in a railway track, railway sleepers may be classified as:

  1. Longitudinal Sleepers
  2. Transverse Sleepers

1. Longitudinal Sleepers

These are the early form of sleepers which are not commonly used nowadays. It consists of slabs of stones or pieces of woods placed parallel to and underneath the rails. To maintain correct gauge of the track, cross pieces are provided at regular intervals.

At present this type of sleepers are discarded mainly because of the following reasons.

  • Running of the train is not smooth when this type of sleepers is used.
  • Noise created by the track is considerable.
  • Cost is high.

2. Transverse Sleepers

Transverse sleepers introduced in 1835 and since then they are universally used. They remove the drawbacks of longitudinal sleepers i.e. the transverse sleepers are economical, silent in operation and running of the train over these sleepers is smooth. Depending upon the material, the transverse sleepers may be classified as:

  • Timber/wooden sleepers
  • Steel sleepers
  • Cast Iron Sleepers
  • Concrete Sleepers

Timber or Wooden Sleepers

The timber sleepers nearly fulfilled all the requirements of ideal sleepers and hence they are universally used. The wood used may be like teak, sal etc or it may be coniferous like pine.

The salient features of timber/wooden sleepers with advantages and disadvantages.

Advantages of Timber Sleepers

  1. They are much useful for heavy loads and high speeds
  2. They have long life of 10-12 years depending upon the climate, condition, rain, intensity, nature of traffic, quality of wood etc
  3. Good insulators and hence good for track circuited railway tracks
  4. They are able to accommodate any gauge
  5. Suitable for salty regions and coastal areas
  6. Can be used with any section of rail
  7. Can be handled and placed easily
  8. They are not badly damaged in case of derailment
  9. They are not corroded
  10. Cheaper than any other types of sleepers

Disadvantages of Timber Sleepers

  1. Liable to be attacked by vermin so, they must be properly treated before use
  2. Liable to catch fire
  3. They do not resist creep
  4. They are affected by dry and wet rot
  5. Become expensive day by day
  6. Life is shorter compare to others

Steel sleepers

They are in the form of steel trough inverted on which rails are fixed directly by keys or nuts and bolts and used along sufficient length of tracks.

Advantages of Steel Sleepers

  1. Have a useful life of 20-25 years.
  2. Free from decay and are not attacked by vermins
  3. Connection between rail and sleeper is stronger
  4. Connection between rail and sleeper is simple
  5. More attention is not required after laying
  6. Having better lateral rigidity
  7. Good scrap value
  8. Suitable for high speeds and load
  9. Easy to handle
  10. Good resistance against creep

Disadvantages of Steel sleepers

  1. Liable to corrosion by moisture and should not because in salty regions
  2. Good insulators and hence cannot be used in track circuited regions
  3. Cannot be used for all sections of rails and gauges
  4. Should not be laid with any other types of ballast except store
  5. Very costly
  6. Can badly damaged under derailments
  7. Way gauge is obtained if the keys are over driven
  8. The rail seat is weaker
  9. Having good shock absorber as there is not cushion between rail foot and ballast

Cast Iron Sleepers

They consist of two pots or plates with rib and connected by wrought iron tie bar of section of about 2″ ½”    each pot or plate is placed below each rail.  The pot is oval in shape with larger diameter 2′-0″ and smaller diameter 1′-8″ is preferred. Plate sleepers consist of rectangular plates of size about 2′ – 10′ x 1′ – 0″.

The relative advantages and disadvantages are given below.

Advantages of Cast Iron Sleepers

  1. Long life upto 50-60 years
  2. High scrape value as they can be remolded
  3. Can be manufactured locally
  4. Provided sufficient bearing area
  5. Much stronger at the rail seat
  6. Prevent and check creep of rail
  7. They are not attacked by vermin

Disadvantages Cast Iron Sleepers

  1. They are prone to corrosion and cannot be used in salty formations and coastal areas
  2. Not suitable for track circuited portions of railways
  3. Can badly damage under derailment
  4. Difficult to maintain the gauge as the two pots are independent
  5. Require a large number of fastening materials
  6. Difficult to handle and may be easily damaged
  7. Lack of good shock absorber
  8. They are expensive

Concrete sleepers

R.C.C and pre-stressed concrete sleepers are now replacing all other types of sleepers except to some special circumstances such as crossing bridges etc here timber sleepers are used. They were first of all used in France round about in 1914 but are common since 1950. They may be a twin block sleepers joined by an angle iron. It may be a single block pre-stressed type.

Advantages Concrete Sleeprs

  1. Durable with life range from 40-50 years
  2. They can be produced on large quantities locally by installing a plant
  3. Heavier than all other types thus giving better lateral stability to the track
  4. Good insulators and thus suitable for use in track circuited lines
  5. Efficient in controlling creep
  6. They are not attacked by corrosion
  7. Free from attacks of vermin and decay, suitable for all types of soils
  8. Most suitable for welded tracks
  9. Prevent buckling more efficiently
  10. Initial cost is high but proves to be economical in long run
  11. Effectively and strongly hold the track to gauge
  12. Inflammable and fire resistant

Disadvantages Concrete Sleepers

  1. Difficult to be handled
  2. Difficult to be manufactured in different sizes thus cannot be used in bridges and crossing
  3. Can be damaged easily while loading and unloading

Railway Sleepers Definition, Characteristics, Treatment

Railway Sleepers Definition, Characteristics, Treatment

 

 

1. Railway Sleepers Definition

It is a component of permanent way laid transversely under the rails and performing the following functions.

  1. To support the rails firmly and evenly
  2. To maintain the gauge of the back correctly
  3. To distribute the weight common on the rails over a sufficiently large areas of the ballast
  4. To act as an elastic medium between the rail and the ballast and to absorb the vibrations of the trains.
  5. To maintain the track at proper grads
  6. To align the rail properly

2. Characteristics of Ideal Railway Sleepers

  1. Initial cost and maintenance cost should be low
  2. They should resist weathering, corrosion, decay and other deterioration
  3. They should bear the wheel load efficiently and satisfactorily
  4. They should maintain the correct gauge
  5. They should absorb shocks or vibrations due to moving vehicles
  6. It should distribute the load properly and uniformly over the ballast
  7. Fastenings of rail with sleepers should be strong and simple
  8. They should not break while packing of ballast
  9. Weight should not be low or high

3. Types of Railway Sleepers

Depending upon the position in a railway track, sleepers may be classified as:

1.       Longitudinal Sleepers

2.       Transverse Sleepers

i.      Timber / wooden sleepers

ii.      Steel Sleepers

iii.      Cast Iron Sleepers

iv.      Concrete Sleepers

4. Treatment of Wooden Sleepers

Untreated railway sleepers are prone to attack by decay and vermin. The life of untreated wooden sleepers is thus very less. The life of untreated sleepers can be prolonged considerably by treatment. An extra life of 30-50% is estimated for treated sleepers over untreated railway sleepers.

The fibers of wood contain millions of minute cells containing juices. When these juices ferment, they lead to decay of timber. In the treatment process these juices are removed as much as possible and cells are filled with some preserving solutions may be an oil or some salt solution.

5. Railway Sleeper Density

The number of sleepers required to be placed under the track per rail length is called as its sleepers density.

It is generally given by the formula                       Sleeper density = n + x

Construction of Railway Track Methods

Construction of Railway Track Methods

 

There are three distinct methods of construction of railway track. These are:

  1. Telescopic Method
  2. Tramline Method
  3. Mechanical Method

1. Telescopic Method of Construction of Railway Track

In this method, rails, sleepers and fastenings are unloaded from the material train as close to the rail head as possible. The sleepers are carried by carts or men along the adjoining service road and spread on the ballast. The rails are then carried on pairs to the end of last pair of connected rails and linked.

To carry rails manually over a long distance is a tedious job. So certain carriers called Anderson rail. Carriers are used to carry rails to the ends of the rail head.

It can also take rails up to a head last pair linked with the help of temporary track consisting of 3″ x 3″ angle irons of the same length as rails and fastened to the sleepers.

A further consignment of the material is deposited at the advances rails head and the procedure is repeated.

2. Tramline Method Railway Track Construction

 

This method is used where tram carrier are installed for carrying earthwork or in rainy season due to difficulty in movement of cart. Some tramline is established on with a gauge of 2′-2′-6″. The basic difference between this and telescopic method lies in the conveyance and spreading of the sleepers.

The track can be assembled at more than one points simultaneously, which is the great advantage of this method. Sometimes an additional track is laid on the side of existing track for which this method is best.

3. Mechanical Method Railway Track Construction

This method is extensively used in Britain and America by using special track laying machine. There are two types of machines available.  In first type of machine, the track material carried by the material. Train is delivered at the rail head and laid in the required position by means of projecting arm or mounted on the truck nearest to the rail head. The material train moves forward on the assembled track and operation is repeated.

In the second type of machines a long cantilevered arm projecting beyond. The wagon on which is fitted. A panel of assembled track consists of pair of rail with appropriate number of sleepers on the ballast layer. This panel is conveyed by special trolley running over the wagons of material train to the jibs. It is lowered by the jib in the required position and connected to the previous panel. The track laying machine then movies forwarded and operation is repeated.

New Bridge Composite Twice as Strong as Concrete and Steel

New Bridge Composite Twice as Strong as Concrete and Steel

 

 

The University of Maine’s Advanced Structures and Composites Center tests the strength of their new composite girders at a ceremony on July 12th. (Image courtesy of University of Maine.)

Researchers at the University of Maine have developed a lightweight composite bridge that is twice as strong as steel and concrete bridge girders.

In a mid-July demonstration, the university’s Advanced Structures and Composites Center tested a 21-foot span of the composite with computer-controlled hydraulic equipment that can simulate the weight of highway traffic. The test was necessary to ensure that the bridge passed American Association of State Highway and Transportation Officials (AASHTO) Bridge Design Specifications, and it succeeded with flying colours.

“Today’s bridge test exceeded our expectations,” said Habib Dagher, executive director of the Center. “The composite bridge withstood forces equivalent to more than 80 cars stacked on top of each other, and more than 5 times the HL 93 design load specified by AASHTO. The composite bridge girder exceeded twice the collapse strength of steel and concrete girders.”

The design is made up of lightweight composite FRP girders connected to precast concrete panels, a system which the team says can allow a bridge to be built in as little as three days. The composite is an undisclosed blend that involves thermoset resin, glass fiber and carbon fiber, which means that the girders are relatively light (approximately 1-2 tons for 40- to 80-foot spans). The lighter weight makes the bridge easier to ship, as does the “stackable” shape of the girders. To Dagher and his team, the ease of transport was an important consideration: “Our design philosophy has been to look at the entire lifecycle.”

The test came a little over a month after the US Department of Transportation announced that they would grant UMaine up to $14.2 million to lead a push to improve the durability of New England’s transportation infrastructure. And it looks like the bridge will stand up to the challenge. According to the team, the girders are designed to last for up to 100 years, and the panels are relatively easy to replace. “The unique connection system we’ve developed allows you to come in 50 years later, essentially pull the deck out and then put the new deck on without having to jackhammer the concrete deck like you typically would,” Dagher said.

The Center is also responsible for the famous Bridge-In-A-Backpack, a lightweight FRP composite structure to reinforce arch bridges. And Advanced Infrastructure Technologies, the company that licensed Bridge-in-a-Backpack, is looking forward to licencing the new composite after another round of trials in August.

“As the commercialization partner of the Center’s composite arch bridge system, today’s event allowed us to showcase this new technology with potential investors as well as DOT partners and executives,” said Brit Svoboda, chairman and CEO of AIT Bridges, on the day of the trial. “We’re ready to go to market.”

 

Source : www.engineering.com

Dam Failures and Incidents

Dam Failures and Incidents

 

I. Reasons Dams Fail

Dams can fail for one or a combination of the following reasons:

1. Overtopping caused by water spilling over the top of a dam. Overtopping of a dam is often a precursor of dam failure. National statistics show that overtopping due to inadequate spillway design, debris blockage of spillways, or settlement of the dam crest account for approximately 34% of all U.S. dam failures.

2. Foundation Defects, including settlement and slope instability, cause about 30% of all dam failures.

3. Cracking caused by movements like the natural settling of a dam.

4. Inadequate maintenance and upkeep.

5. Piping is when seepage through a dam is not properly filtered and soil particles continue to progress and form sink holes in the dam. [See an animation of a piping failure.] Another 20% of U.S. dam failures have been caused by piping (internal erosion caused by seepage). Seepage often occurs around hydraulic structures, such as pipes and spillways; through animal burrows; around roots of woody vegetation; and through cracks in dams, dam appurtenances, and dam foundations.

 

 

II. History of dam failures around the world

Here are some cases of dam failures around the world

1. Malpasset arch dam failure in France in 1959 (421 deaths)

The causes:
High uplift pressures following heavy rainfall & a weakness in the left abutment rock
Lessons learnt:
Appropriate SI and assessment by experts in all areas of dam design

2. Vaiont dam overtopping incident in Italy in 1963 (2600 deaths)

The causes:
Instability of reservoir slopes causing a landslip & 125m high wave over the dam
Lessons learnt:
Measure pore water pressures & movements at depth as well as at the surface

3. Dale Dyke dam breach in 1864 ( 244 deaths )

The causes:
Internal erosion possibly caused by hydraulic fracture of the core
Lessons learnt :
Designs include wider cores, use of cohesive & compacted fill and placing pipes in tunnels through natural ground

4. Eigiau & Coedty dam failures in 1925 (16 deaths)

The causes :
Foundation failure of Eigiau & overtopping failure of Coedty
Lessons learnt :
Dams need to be designed, supervised and inspected by qualified engineers

Slide Failure at Dam – Association of State Dam Safety Officials (ASDSO)

Cement Manufacturing Process

Cement Manufacturing Process

Cement is the basic ingredient of construction and the most widely used construction material. It is a very critical ingredient, because only cement has the ability of enhancing viscosity of concrete which in returns provides the better locking of sand and gravels together in a concrete mix.

CEMENT MANUFACTURING PROCESS PHASES

Production of cement completes after passing of raw materials from the following six phases. These are;

  1. Raw material extraction/ Quarry
  2. Grinding, Proportioning and Blending
  3. Pre-heater Phase
  4. Kiln Phase
  5. Cooling and Final Grinding
  6. Packing & Shipping

CEMENT MANUFACTURING PROCESS PHASE 1: RAW MATERIAL EXTRACTION

Cement uses raw materials that cover calcium, silicon, iron and aluminum.  Such raw materials are limestone, clay and sand. Limestone is for calcium. It is combined with much smaller proportions of sand and clay. Sand & clay fulfill the need of silicon, iron and aluminum.

Extraction of raw material and crushing of material

Generally cement plants are fixed where the quarry of limestone is near bye. This saves the extra fuel cost and makes cement somehow economical.  Raw materials are extracted from the quarry and by means of conveyor belt material is transported to the cement plant.

There are also various other raw materials used for cement manufacturing. For example shale, fly ash, mill scale and bauxite. These raw materials are directly brought from other sources because of small requirements.

Before transportation of raw materials to the cement plant, large size rocks are crushed into smaller size rocks with the help of crusher at quarry. Crusher reduces the size of large rocks to the size of gravels.

CEMENT MANUFACTURING PROCESS PHASE II: PROPORTIONING, BLENDING & GRINDING

The raw materials from quarry are now routed in plant laboratory where, they are analyzed and proper proportioning of limestone and clay are making possible before the beginning of grinding. Generally, limestone is 80% and remaining 20% is the clay.

Proportioning of raw material at cement plant laboratory

Now cement plant grind the raw mix with the help of heavy wheel type rollers and rotating table. Rotating table rotates continuously under the roller and brought the raw mix in contact with the roller. Roller crushes the material to a fine powder and finishes the job. Raw mix is stored in a pre-homogenization pile after grinding raw mix to fine powder.

CEMENT MANUFACTURING PROCESS PHASE III: PRE-HEATING RAW MATERIAL

After final grinding, the material is ready to face the pre-heating chamber. Pre-heater chamber consists of series of vertical cyclone from where the raw material passes before facing the kiln. Pre-heating chamber utilizes the emitting hot gases from kiln. Pre-heating of the material saves the energy and make plant environmental friendly.

Preheating of raw material | Vertical cyclone

CEMENT MANUFACTURING PROCESS PHASE IV: KILN PHASE

Kiln is a huge rotating furnace also called as the heart of cement making process. Here, raw material is heated up to 1450 ⁰C. This temperature begins a chemical reaction so called decarbonation. In this reaction material (like limestone) releases the carbon dioxide. High temperature of kiln makes slurry of the material.

Rotary kiln

The series of chemical reactions between calcium and silicon dioxide compounds form the primary constituents of cement i.e., calcium silicate. Kiln is heating up from the exit side by the use of natural gas and coal. When material reaches the lower part of the kiln, it forms the shape of clinker.

CEMENT MANUFACTURING PROCESS PHASE V: COOLING AND FINAL GRINDING

After passing out from the kiln, clinkers are cooled by mean of forced air. Clinker released the absorb heat and cool down to lower temperature. Released heat by clinker is reused by recirculating it back to the kiln. This too saves energy.

Clinker cooling | Cement making process

Final process of 5th phase is the final grinding. There is a horizontal filled with steel balls. Clinker reach in this rotating drum after cooling. Here, steel balls tumble and crush the clinker into a very fine powder. This fine powder is considered as cement. During grinding gypsum is also added to the mix in small percentage that controls the setting of cement.

Rotating ball mill

CEMENT MANUFACTURING PROCESS PHASE VI: PACKING AND SHIPPING

Transportation of cement from silos

Material is directly conveyed to the silos (silos are the large storage tanks of cement) from the grinding mills. Further, it is packed to about 20-40 kg bags. Only a small percent of cement is packed in the bags only for those customers whom need is very small. The remaining cement is shipped in bulk quantities by mean of trucks, rails or ships.

CEMENT MANUFACTURING PROCESS FLOW CHART

After explaining the complete process of cement making, flow chart would be like that. flow chart present the summary of whole process as shown below.

Cement making process flow chart

30+ Top Civil Engineering Quotes

30+ Top Civil Engineering Quotes

 

There are a lot of quotes related to civil engineering on the internet. We have gathered together all the inspirational, funny, motivating, interesting quotes related to civil engineering here. You will get all the best civil engineering quotes in the following list.

Inspirational Famous Civil Engineering Quotes

The followings are the inspirational quotes for civil engineers.

We shape our buildings, thereafter they shape us.

Winston Churchill

There can be little doubt that in many ways the story of bridge building is the story of civilisation. By it we can readily measure an important part of a people’s progress.

Franklin D Roosevelt, 1931

When engineers and quantity surveyors discuss aesthetics and architects study what cranes do we are on the right road.

Ove Arup

This is not the age of pamphleteers. It is the age of engineers. The spark-gap is mightier than the pen. Democracy will not be salvaged by men who talk fluently, debate forcefully and quote aptly.

Lancelot Hogben

The major difference between a thing that might go wrong and a thing that cannot possibly go wrong is that when a thing that cannot possibly go wrong goes wrong, it usually turns out to be impossible to get at and repair.

Douglas Adams

The joy of engineering is to find a straight line on a double logarithmic diagram.

Thomas Koenig

One has to watch out for engineers – they begin with the sewing machine and end up with the atomic bomb.

Marcel Pagnol

Nothing is so inspiring as seeing big works well laid out and planned and a real engineering organisation.

Frederick Handley Page

Nothing can be of great worth or holy which is the work of builders and mechanics.

Zeno, Stoic Philosopher

No greater care is required upon any works than upon such as are to withstand the action of water; for this reason, all parts of the work need to be done exactly according to the rules of the art which all workmen know, but few observe.

Sextus Julius Frontinus

Men build bridges and throw railroads across deserts, and yet they contend successfully that the job of sewing on a button is beyond them. Accordingly, they don’t have to sew buttons.

Heywood Broun

It takes an engineer to undertake the training of an engineer and not, as often happens, a theoretical engineer who is clever on a blackboard with mathematical formulae but useless as far as production is concerned.

The Rev EB Evans

His father loved him dearly, but his work, that of a civil engineer, had left him with but little time for his family. Energetic, active, and always taken up with some responsible work, he did not spoil his children with excessive tenderness.

Mme Estafavia

Go for civil engineering, because civil engineering is the branch of engineering which teaches you the most about managing people. Managing people is a skill which is very, very useful and applies almost regardless of what you do.

Sir John Harvey Jones

From the laying out of a line of a tunnel to its final completion, the work may be either a series of experiments made at the expense of the proprietors of the project, or a series of judicious applications of the results of previous experience.

HS Drinker

Engineers … are not mere technicians and should not approve or lend their name to any project that does not promise to be beneficent to man and the advancement of civilization

John Fowler

Engineering refers to the practice of organizing the design and construction [and, I would add operation] of any artifice which transforms the physical world around us to meet some recognized need.

GFC Rogers

Engineering is the art of modelling materials we do not wholly understand, into shapes we cannot precisely analyse so as to withstand forces we cannot properly assess, in such a way that the public has no reason to suspect the extent of our ignorance.

Dr AR Dykes

Architects and engineers are among the most fortunate of men since they build their own monuments with public consent, public approval and often public money.

John Prebble

A great bridge is a great monument which should serve to make known the splendour and genius of a nation; one should not occupy oneself with efforts to perfect it architecturally, for taste is always susceptible to change, but to conserve always in its form and decoration the character of solidity which is proper.

Jean Peronnet

A good scientist is a person with original ideas. A good engineer is a person who makes a design that works with as few original ideas as possible

Freeman Dyson

A common mistake that people make when trying to design something completely foolproof is to underestimate the ingenuity of complete fools.

Douglas Adams

Scientists dream about doing great things. Engineers do them.

James A. Michener

Scientists investigate that which already is; Engineers create that which has never been.

Albert Einstein

Each type of knowledge has value; however, from an engineering point of view, practical knowledge seems to be more valuable than theoretical knowledge.

Eraldo Banovac

Funny Civil Engineering Quotes

An engineer is someone who is good with figures, but doesn’t have the personality of an accountant.

An Arts graduate’s view of engineers

Life is like a gas turbine, After every compressor, there is always a turbine!;

Benyamin Bidabad

Engineering is the art and science of nuts and bolts.

Haresh Sippy

Interesting Civil Engineering Quotes

“One man’s “magic” is another man’s engineering. “Supernatural” is a null word.”

Robert A. Heinlein

In engineering, the joints are the most crucial. They have to be both firm and flexible, exactly like the joints in our body.;

Haresh Sippy

 

 

Europe’s Longest Bridge Spans Troubled Waters

Europe’s Longest Bridge Spans Troubled Waters

 

Earlier this month, Russian President Vladimir Putin got behind the wheel of a bright orange dump truck and led a convoy across the Crimea Bridge, a new bridge that links Russia to the Crimean Peninsula. The bridge, which stretches12 miles across the Kerch Strait, is now Europe’s longest bridge.

 

 

But media coverage of the bridge hasn’t focused on its length, or any of its physical properties. That’s because the new bridge connects Russia to territory it annexed from the Ukraine in 2014—an action Western governments have called illegal. To many observers, especially those in the Ukraine, the bridge was a political power move, designed to seal Russia’s hold on the region.

While the politics of the bridge are complicated, its engineering is fascinating. A bridge across the Kerch Strait has been under consideration for more than a century, but has been blocked by brutal geological and environmental conditions. Experts in the area aren’t sure how long the bridge will stand.

 

History

The first Russian plans for the bridge were put forward by Tsar Nicholas II in 1903, but were then sidelined by wars and economic concerns soon afterward. German engineer Albert Speer picked up the idea for the bridge in 1943, envisioning that it would aid in the Nazi takeover of Soviet Russia. Bridge construction started that year, but was halted by Soviet attacks, and much of the remaining bridge was blown up by the German army during its retreat from the region.

The next year, the Soviet Army used the leftover building materials to build a single-track railway bridge across the strait for the wartime Yalta Conference. Part of the conference delegation managed to take the train across the bridge, but seasonal ice floes took out several of the structure’s supports in early 1945, and the bridge was not repaired. More permanent plans were put on hold due to the cost of the project and the difficult building conditions across the strait.

After the Soviet Union collapsed, politics became yet another barrier to bridge building. In 1954, Soviet Russia had transferred control of the Crimean Peninsula to Soviet Ukraine, so Russia no longer had control of Crimea when the USSR disbanded. Proposed projects in the 1990s and 2000s collapsed, but in 2010, the two countries finally signed an agreement to build a bridge together.

But Russia’s annexation of Crimea in 2014 severely strained relations between the two countries. The Ukraine imposed sanctions on Crimea, effectively cutting off most of its trade and forcing it to conduct trade across the strait with Russia by ferry. These sanctions made goods expensive in Crimea, as well as limited the number of Russia tourists crossing the strait to vacation there. So, in 2015, Putin announced that Russia would build a bridge to the peninsula on its own.

Building Bridges

In early 2015, the Russian government awarded the 228billion-ruble ($3.7 billion) bridge contract to infrastructure construction firm Stroygazmontazh Ltd. (SGM), a company that specialized in pipelines but which had not previously built any major bridges. The risk of international sanctions made it difficult to attract foreign investment or obtain insurance to cover the project, and SGM eventually used a small Crimean insurance company to underwrite a potential $3 billion loss.

The physical environment also presented several barriers to bridge construction. The site’s historic significance briefly worked against the project: divers searching the sea floor in preparation for the construction found over 200 bombs and a downed WWII-era plane. The weather also posed problems in the early stages of the project. Leonid Ryzhenkin, the project’s construction director, told NPR in 2016 that poor weather had interfered with the work, making it impossible for construction vessels to leave port. To limit weather disruption, SGM put up three temporary bridges to transport workers, supplies and heavy machinery like mobile cranes and piling rigs to the build sites.

Despite these disruptions, the project was finished ahead of schedule. And while officials projected that the road portion of the bridge would be finished by the end of 2018, it’s already open to light traffic.

The finished road bridge has four lanes, with a two-lane railroad bridge planned for the end of 2019. It stretches from the town of Taman in Russia to the city of Kerch on the Crimean Peninsula, passing through Tuzla Island along the way. It covers 4 miles of open water between Taman and Tuzla, 4 miles across the sandy island, and 3.4 more miles of water from Tuzla to Crimea.

 

Composite satellite image of the completed bridge, stretching from the Crimean Peninsula (left) to Russia’s Taman Peninsula (right). Approximately one-third of the bridge passes over Tuzla, an island that legally belongs to Crimea (Image courtesy of Google Maps.)

 

Between Tuzla and Crimea, there is a 745-foot double shipping channel arch, with one arch on the road bridge and one on the forthcoming rail bridge. Both arches have a 115-foot clearance for boats to pass underneath. The arches were built on land and towed out to sea by boat.

The road bridge is completed, and the rail bridge is on track to be finished soon. International disapproval hasn’t stopped the project’s construction—or even slowed it. But while the political and economic challenges facing the bridge have largely been overcome, there are other possible threats lurking under the waterline.

Shaky Ground

The Kerch Strait is known to be geologically unstable. A tectonic fault passes through the ocean floor under the strait, and the bedrock is covered in a layer of silt up to 197 feet thick that must be dug through to get a stable foundation. Further complicating matters is that the strait’s seismic activity can make mud volcanoes from the silt. Mud volcanoes are formed when water heated deep in the Earth’s crust mixes with underground mineral deposits, and the mixture is forced upward through a geological fault. As of 2010, Ukraine’s Department of Marine Geology and Sedimentary Ore Formation reported almost 70 mud volcanoes found in the Azov-Black Sea Basin where the Kerch Strait is located.

The bridge is supported by over 7,000 piles of three different varieties: bored piles (reinforced concrete piles poured into depressions on-site), prismatic piles (blunt, wedge-shaped supports), and tubular steel piles. These piles were driven up to 300 feet below water level because of concerns about stability.

 

The site’s tubular pillars are arranged in a fan shape, with many of the supports set at an angle, making the bridge more stable in case of seismic activity.

But not everyone thinks these measures will be enough to keep the bridge steady on its perilous ground. Civil engineer Georgy Rosnovsky, who previously designed two other possible versions of the Kerch Bridge, is troubled by the current design. He believes that the bridge is necessary, but has stated that he thinks it’s being built “in the wrong place and the wrong way.” He believes the pilings need to be at least 100 meters (328 feet) long, and worries that they are not sunk deep enough into the bedrock to be stable.

Rosnovsky also thinks that the bridge’s spans (the distance between supports) aren’t long to allow ice floes through. He planned his 1993 bridge with spans of 230-660 meters (755-2,170 feet), but said that any spans over 200 meters would be safe from ice. The current design’s longest span is 227 meters, but most of the spans are much shorter than that. According to Rosnovsky, this design puts the bridge at risk of suffering the same fate as the temporary bridge that was destroyed by ice floes in 1945.

Yuri Medovar, of the Russian Academy of Sciences, is another critic of the bridge. Talking to news agency Sotavision in late 2016, Medovar expressed concern that the area hadn’t been sufficiently mapped, and that the complex geology and weather conditions would make the structure risky. He warned of the costs of poorly built bridges, citing the 2013 bridge collapse in Borisoglebsk that killed two people. “You can build everything, ” he concluded, “but how much it will cost, and how [long will it] stand?”

Despite the difficult building conditions, the bridge’s creators aren’t worried about the possibility of collapse. “It will stay intact for 100 years, Rotenberg said in an interview with the Itogi Nedeli weekly news roundup after the bridge’s inaugural drive. “At least. We guarantee that. Everything is done perfectly well.” But critics like Rosenberg aren’t satisfied. “It’s a rich firm, but it’s not built by experts. They think that money is everything,” Rosnovsky told FOCUS in 2016. “The bridges are built from the calculation of the service life of a hundred years, but I think that this bridge will be short-lived.”

 

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