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Events


81st ICOLD
Annual Meeting

August 12 to 16 2013

Visit the dedicated website:
www.icold2013.org/



12th International
Benchmark Workshop

On Numerical Analysis of Dams

2nd ‐ 4th October 2013

Graz –Austria

Clich here for more infos

SLOCOLD 20th Anniversary International Symposium


16 October 2013


Ljubljana, Slovenia


Click here for more info.



Hydropower - CHINCOLD 2013

Annual Meeting & 3rd Intern. Symp.on Rockfill Dams

25-27 October 2013

Kunming, China

Conference
Bloemfontein, South Africa

5 - 7 November 2013


Visit the dedicated website www.sancold.org.za

Dams' safety is at the very origin of the foundation of ICOLD

In 1928, a number of countries recognized that feedback and experience play a vital part in project design and analysis of dams. The wider the experience base, the greater the benefit that can be drawn from it. They decided to join forces to form a worldwide association, ICOLD.

Taking only the approximately 36 000 large dams listed in the World Register of Dams there have been around 300 reported accidents.

Although the overall failure rate of dams is around 1 %, a time-related analysis shows that this has been reduced by a factor of four or more over the last forty years. This improvement doubtlessly results from the appearance of, and improvements in certain investigation techniques, but it also arises from the wider dissemination of knowledge on risks, and this task in itself justifies the existence of ICOLD and favours the organisation's growth and expansion to every country in the world.

The most important ICOLD publication on accidents, in terms of its information interchange mission, was "Lessons from Dam Incidents (1973)".

Many more works have supplemented the inventory since that time, including ICOLD Bulletin No. 99 "Dam Failures - Statistical Analysis".

sécurité

It identifies accidents and events by dam type and age and by cause of accident. It increases the designer's awareness of the range of unforeseen factors with, to some extent, their likelihood, and the sequences of events that can lead to disaster.

Designing and building a dam is not a «once-and-for-all» exercise. The structure must be continually supervised and inspected throughout its whole life, to ensure that it remains in good health.

Most Frequent Causes of Dam Failures

Overtopping of a dam is often a precursor of dam failure. Overtopping can be due to inadequate spillway design, debris blockage of spillways, or settlement of the dam crest

Foundation defects, including settlement and slope instability, are another cause of dam failures.

«piping», that is internal erosion caused by seepage, is the third main cause. 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.

The other causes of dam failures include structural failure of the materials used in dam construction and inadequate maintenance.

Publications
134 Bulletin 134
Our Last Publication
Weak Rocks and shales in Dams
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135 Bulletin 135
Our Last Publication
Geomembrane sealings systems for Dams
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136 Bulletin 136
Our Last Publication
The specification and quality control of Concrete for Dams
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137 New Bulletin 137
Our Last Publication
Reservoirs and seismicity - State of knowledge
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138 Bulletin 138
Our Last Publication
General approach to Dam Surveillance
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139 New Bulletin 139
Our Last Publication
Improving tailings dam safety - Critical aspects of management, design, operation and closure.
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141 Bulletin 141
Our Last Publication

Concrete face Rockfill Dams - Concepts for design and construction

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142 New Bulletin 142
Our Last Publication
bulletin on safe passage of extreme floods
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144 Bulletin 144
Our Last Publication
Cost savings in Dams
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