Showing posts with label dams. Show all posts
Showing posts with label dams. Show all posts

Dams



Dams are structural barriers built to obstruct or control the flow of water in rivers and streams. They are designed to serve two broad functions. The first is the storage of water to compensate for fluctuations in river discharge (flow) or in demand for water and energy. The second is the increase of hydraulic head , or the difference in height between water levels in the lake created upstream of the dam and the downstream river.

By creating additional storage and head, dams can serve one or more purposes:
Generating electricity;
Supplying water for agricultural, industrial, and household needs;
Controlling the impact of floodwaters; and
Enhancing river navigation.

They can be operated in a manner that simultaneously augments downstream water quality, enhances fish and wildlife habitat, and provides for a variety of recreational activities, such as fishing, boating, and swimming.

Classes of Dams

Four major classes of dams are based on the type of construction and materials used: embankment, gravity, arch, and buttress.

Embankment.

Embankment dams typically are constructed of compacted earth, rock, or both, making them less expensive than others that are constructed of concrete. Consequently, more than 80 percent of all large dams are of this type. Embankment dams have a triangular-shaped profile and typically are used to retain water across broad rivers.

Gravity.

Gravity dams consist of thick, vertical walls of concrete built across relatively narrow river valleys with firm bedrock. Their weight alone is great enough to resist overturning or sliding tendencies due to horizontal loads imposed by the upstream water.

Arch.

Arch dams, also constructed of concrete, are designed to transfer these loads to adjacent rock formations. As a result, arch dams are limited

The 37-meter-high Pen–y–Garreg Reservoir Dam and three associated dams were constructed on the government-owned Elan Valley Estate in mid-Wales (United Kingdom) at the turn of the twentieth century to provide a safe water supply for the city of Birmingham. By the close of the twentieth century, new hydroelectric turbines had been installed below ground at the base of the historic dams to provide small-scale power generation while safeguarding the habitats of the estate's diverse plant and bird species.to narrow canyons with strong rock walls that can resist the arch thrust at the foundation and sides of the dam.



Buttress.

Buttress dams are essentially hollow gravity dams constructed of steel-reinforced concrete or timber.

Planning for Dams

Careful planning throughout the siting, design, and construction of dams is necessary for optimal utilization of rivers and for preventing catastrophic dam failure . These planning phases require input from engineers, geologists, hydrologists, ecologists, financiers, and a number of other professionals.

Designers must first evaluate alternative solutions and designs for meeting the same desired objective, whether the goal is to allocate water supply, improve flood control, or generate electricity. Each alternative requires a comprehensive cost-benefit analysis and feasibility study for evaluating its physical, economic, ecological, and social impact.

Once an alternative has been selected, a number of important considerations enter into the design and construction of the dam. These include:
Hydrological evaluation of climate and streamflows;
Geologic investigation for the foundation design;
Assessment of the area to be inundated by the upstream lake (also called a reservoir) and its associated environmental and ecological impacts;
Selection of materials and construction techniques;
Designation of methods for diverting stream flow during construction of the dam;
Evaluation of the potential for sediments to accumulate on the reservoir bottom and subsequently reduce storage capacity; and
Analysis of dam safety and failure concerns.

When a dam is put into operation, or commissioned, water is released from the upstream reservoir over a spillway or through gates in a manner to satisfy intended objectives. Operating rules for maximizing power generation, for example, include maintaining hydraulic head. In contrast, water levels in flood control reservoirs must be periodically reduced to allow for new storage during anticipated periods of flood hazard. Operating issues, however, can easily become complex and highly politicized and may be difficult to resolve. This is particularly true for river systems containing several reservoirs, for dams serving multiple purposes, and in cases where adverse social, ecological, and environmental impacts are significant.

Overview of Dam-Building

The first dam for which reliable records exist was built on the Nile River sometime before 4000 B.C.E. near the ancient city of Memphis. Remains of other historic dams have been located at numerous sites bordering the Mediterranean Sea and throughout the Middle East, China, and Central America. The oldest continuously operating dam still in use is the Kofini Dam, which was constructed in 1260 B.C.E. on the Lakissa River in Greece.

Today, there are approximately 850,000 dams located around the world. Of the more than 40,000 that are categorized as large dams, more than half are located in China and India. It is estimated that 24 countries currently generate more than 90 percent of their electrical power from dams, and 70 countries rely on dams for flood control.

Dams in the United States.

Large-scale construction of dams occurred in the United States during the post–World War II years and reached its peak in the 1960s. The organizations that have been primarily responsible for dam-building are the U.S. Army Corps of Engineers, the Bureau of Reclamation (part of the U.S. Department of the Interior), and a number of public and private utility developers.

Since the nineteenth century, the U.S. Army Corps of Engineers has been engineering rivers to accommodate river traffic, control floods, produce electricity, and provide irrigation waters. Four of the largest dams



Arizona's Glen Canyon Dam on the Colorado River shows the curvature in arch dams that provides structural stability. The rock walls of the deep canyon absorb a majority of forces that result from the upstream reservoir, Lake Powell.constructed by the Corps include Garrison, Oahe, Fort Peck, and Fort Randall Dams.



The second group, the Bureau of Reclamation, was established in 1902, when Congress passed the National Reclamation Act. The Bureau was initially charged with developing irrigation and power projects in seventeen western states and has been responsible for the construction of more than six hundred dams and reservoirs, including the massive Hoover, Shasta, Glen Canyon, and Grand Coulee Dams.

The third organization responsible for dam construction encompasses various power administrations, such as the Tennessee Valley Authority, the largest public power company in the United States, as well as others operating under the Federal Power Act of 1920, which provided for the licensing of privately built dams to produce electric power. In part because of this mid-twentieth-century dam-building era, the U.S. dam population has approached 75,000. More recently, however, the rate of dam construction in the United States is exceeded by the rate of decommissioning . In many cases, maintenance costs for aging infrastructure, significant social and ecological impacts, high construction costs, and the reduced availability of suitable sites have made alternatives to dams more viable.


John W. Nicklow

Bibliography

Linsley, Ray K. et al. Water Resources Engineering, 4th ed. New York: McGraw-Hill, 1992.

Mays, Larry W. Water Resources Engineering. New York: John Wiley & Sons, 2001.

Morris, Gregory L., and Jiahua Fan. Reservoir Sedimentation Handbook. New York:McGraw-Hill, 1998.

U.S. Department of Interior, Bureau of Reclamation. Design of Small Dams, 3rd ed. Denver, CO: U.S. Government Printing Office, 1987.

World Commission on Dams. Final Report: Dams and Development—A New Framework for Decision-Making. Cape Town, South Africa: World Commission on Dams, 2000.

Internet Resources

The World Commission on Dams. <http://www.dams.org> .

BIG DAMS

The world's two tallest dams are located in Tajikistan in the city of Vakhsh where they tower over 335 meters, or 1,100 feet tall (Rogun) and 300 meters, or 985 feet tall (Nurek). The Three Gorges Dam in China, a concrete gravity dam scheduled for completion in 2009, will be 175 meters tall (574 feet), the equivalent of a 48-story building.

When completed, Three Gorges Dam will be the world's largest hydropower facility with a generation capacity of 18,200 megawatts. It will simultaneously supply flood storage and enhance navigation along the Yangtze River. The structure will create a reservoir more than 600 kilometers long and 1,100 meters wide, capable of storing 39.3 billion cubic meters of water.

Construction of the dam, which began in 1993, requires the inundation of 632 square kilometers of existing land and will cause the permanent relocation of over 1.2 million people.

How is the construction of dams

Aggregate Production - The acceptability of natural aggregates is judged upon the physical and chemical properties of the material and the accessibility, proximity to the site and economic workability of the deposit.
Concrete Handling, Placing and Consolidation - The procedure to be adopted for moving concrete from the mixers on to the dam will be governed by site conditions. The problem is to transport it to the dam with the least possible segregation or change in its consistency so it may be compacted uniformly into the dam without unreasonable effort. The cableway is probably the simplest arrangement. The tilting mixers will feed the buckets; these are then moved to a pick up point under the cableway, transported smoothly to the block and emptied quickly through an air operated gate.

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Three Tower Cableway
The use of a belt conveyor has also been considered, but problems occur in keeping the belt temperature stable in warm weather and also in windy conditions. The conveyors are usually covered and cold air is blown over the concrete to lower its placing temperature.

The placing of a low-slump concrete, four layers in 2.3m lift

Tractor mounted vibrators at Emosson Dam, Switzerland
Proper consolidation of low-slump concrete is laborious and requires continuous supervision. The most efficient compactor is usually the two man hand-held high-speed vibrator.

Formwork - Probably the most widely used lift is 1.5m, however, on large dams a height of 2.3-3.0m is frequently used. With the larger lifts there are fewer movements of forms and fewer horizontal lift surfaces to be cleaned. The high-lift formwork is unique and expensive with less prospect for re-use, heavier equipment is required for lifting the forms and the heat problems and risks of cracking in the concrete are accentuated. Modern steel formwork is of cantilever design, see figure. Where possible the use of slip forms will expedite the work and lower the costs. At some locations it may be expedient to use precast concrete slabs for formwork with set-retarding agent on the inner surface.


Built in items - The installation of built in items is always a major source of delay on construction. Advance planning is required with close attention to detail. The complication of installation of reinforcement, prestressing, gate hinges, drainage wells and gate wells are common on spillways. There has been a tendency to use precast concrete units for galleries to save time, however this prevents the inspection of the concrete in the interior of the dam. The simplest method of forming galleries is vertical formwork extending the full height of a lift. When this is removed, precast concrete beams or slabs can be laid over the opening and concreted into the next lift. Reinforcement is usually required above and below rectangular galleries and this is best installed as prefabricated units.
Cooling of Concrete - The method of cooling concrete during the first few days after placing can be of the utmost importance if cracking is to avoided. It is essential to give attention to both internal and external factors that may induce cracking;
  • Temperature rise, which will depend upon the heat of hydration of the cement, the quantity of cement per cubic metre, the concrete placing temperature and the rate of construction;
  • Heat dissipation, which will depend upon the conditions of exposure - including the temperature of the underlying concrete and the thermal diffusivity of the concrete. If it is considered necessary to heat the underlying concrete the rate of rise of its temperature should not exceed 2° Celsius per day;
  • The effects of restraint from a cold surface, i.e. rock or concrete say 14 days old, it will depend upon the temperature gradient which can be reduced by placing concrete in half lifts for a predetermined height, say 3m above the cold surface;
  • The arrangement of cooling pipes - at 0.25 and 0.75 of the height of the lift may be more efficient than on the top of the old lift and at mid-height of the new lift. The horizontal spacing will depend upon the rate of heat removal required and the temperature of the cooling water (i.e. river water of varying temperature or refrigerated water);
  • The local weather conditions - humidity, temperature and wind.

Economical Construction - Concrete dams are expensive, however mechanisation over the last 40 years has reduced by a factor of four the number of man hours required to place a cubic metre of concrete in a mass concrete dam. Although every Engineer strives for perfection, consideration must be given to the degree of perfection that is really necessary. Close co-operation between the Owner and Contractor will save time and money. Questions have to be asked at all stages such as;
  • Is it permissible to design for tensile stress in the concrete?
  • Will arching of the dam result in overall economy?
  • Are longitudinal contraction joints necessary in large gravity dams?
  • Can the transverse contraction joints be omiited, located at wider spacing etc?
  • What clean up is necessary on horizontal construction joints?
  • Should the height of lift be specified by the designer?
  • Should the cement content of the concrete be specified or only the properties required in the concrete?
  • Can the dams of intricate shape be justified?
  • Should ancillary works be separated from the dam to minimise interference with a continuous or cyclic process of dam building?
  • What is the optimum layout and design for galleries?
Looking at the 'Construction - General Section' to see the proportion of costs in a concrete dam, assumuing that the materials have been predetermined, the Contractor should concentrate on formwork, the purchase of plant and its operation.

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