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6. CONCLUSIONS
To assure high dam safety during its reconstruction is essential. In the paper
the general guidance is presented to specify the probability of the check flood for
dam safety assessment during the remedial works. However, construction
activities may, during certain period, call for temporarily both structural and non-
structural arrangements which keep dam safety at the prescribed level. These
measures concern the attenuation of arriving flood and thus lowering maximum
water level during the specified check flood. Here an examples are reservoir water
drawdown and/or lowering spillway crest during critical construction phases.
Another possibility is to increase threshold water level by cofferdams or also
operatively by sandbags. Final safety assessment must prove that the threshold
water level is higher than the maximum water level at any construction phase.
7. ACKNOWLEDGEMENTS
This research was supported by the TACR TH03030182 project “Protection
of hydraulic structures against action caused by oscillatory wind waves” and FAST-
S-17-4066 “The assessment of the filtration instability origin in the soils by the limit
state method”.
REFERENCES
[1] BOWLES D.S., ABOELATA M., 2007, Evacuation and life-loss estimation
model for natural and dam break floods, In Extreme hydrological events: new
concepts for security, O.F. VASILIEV et al. (ed.), NATO Science Series, 78,
Springer, Dordrecht, 363-383, DOI: 10.1007/978-1-4020-5741-0_25.
[2] BROWN C.A., GRAHAM W.J., 1988, Assessing The Threat To Life From
Dam Failure, Journal Of American Water Resources Association, 24 (6),
1303-1309, DOI: 10.1111/j.1752-1688.1988.tb03051.x.
[3] CSN 75 2935, 2014, Safety assessment of water structures during floods,
Czech standard, (in Czech).
[4] DAM SAFETY, 2011, Dam safety public protection guidelines. A risk
framework to support dam safety decision-making. U.S. Department of the
Interior Bureau of Reclamation, Dam Safety Office, Denver, Colorado, USA,
32 p., available online at https://www.usbr.gov/ssle/damsafety/documents
/ppg201108.pdf (data access 04.07.2017).
[5] DAMS SECTOR, 2011, Estimating economic consequences for dam failures
scenarios, US Department for Homeland Security, USA, 52 p., available
1262
Book of Full Papers
Symposium Hydro Engineering
- Title
- Book of Full Papers
- Subtitle
- Symposium Hydro Engineering
- Author
- Gerald Zenz
- Publisher
- Verlag der Technischen Universität Graz
- Location
- Graz
- Date
- 2018
- Language
- English
- License
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Size
- 20.9 x 29.6 cm
- Pages
- 2724
- Keywords
- Hydro, Engineering, Climate Changes
- Categories
- International
- Naturwissenschaften Physik
- Technik