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Description
| - The article deals with increase of safety of dams in connection with increasing safety standards, and it focuses on intelligent and careful methods of saving their cultural and historical value. The example is the historical dam Harcov: here, the hydraulic solution allowed to increase the safety of the dam in agreement with technical norm TNV 75 2935 %22Considering safety of dams in case of flood%22, and regulation No. 590/2002 Sb., about technical standards for dams, and at the same time, the original historical nature of the dam could be preserved. To evaluate the suggested change on the spillway, hydraulic physical modelling was used. In case of Harcov Dam, a new shape of the overflow surface with a low-pressure regime of water flow was designed for floods higher than Q20 (20-years-flood). The maximum capacity of the newly designed spillway is 76,3 m3.s-1; that in sum with a bottom outlets is adequate to flow rate Q10 000. The project documentation for reconstructing the dam will be properly solved on the base of results of the physical model research.
- The article deals with increase of safety of dams in connection with increasing safety standards, and it focuses on intelligent and careful methods of saving their cultural and historical value. The example is the historical dam Harcov: here, the hydraulic solution allowed to increase the safety of the dam in agreement with technical norm TNV 75 2935 %22Considering safety of dams in case of flood%22, and regulation No. 590/2002 Sb., about technical standards for dams, and at the same time, the original historical nature of the dam could be preserved. To evaluate the suggested change on the spillway, hydraulic physical modelling was used. In case of Harcov Dam, a new shape of the overflow surface with a low-pressure regime of water flow was designed for floods higher than Q20 (20-years-flood). The maximum capacity of the newly designed spillway is 76,3 m3.s-1; that in sum with a bottom outlets is adequate to flow rate Q10 000. The project documentation for reconstructing the dam will be properly solved on the base of results of the physical model research. (en)
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Title
| - Hydraulic model of Harcov historical dam
- Hydraulic model of Harcov historical dam (en)
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skos:prefLabel
| - Hydraulic model of Harcov historical dam
- Hydraulic model of Harcov historical dam (en)
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skos:notation
| - RIV/68407700:21110/13:00205975!RIV14-MK0-21110___
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/68407700:21110/13:00205975
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - historical dam; hydraulic research; physical hydraulic model (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...ontrolniKodProRIV
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http://linked.open...v/mistoKonaniAkce
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http://linked.open...i/riv/mistoVydani
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http://linked.open...i/riv/nazevZdroje
| - CESB 13 Prague. Central Europe towards Sustainable Building 2013
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...cetTvurcuVysledku
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http://linked.open...vavai/riv/projekt
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http://linked.open...UplatneniVysledku
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http://linked.open...iv/tvurceVysledku
| - Králík, Martin
- Zukal, Milan
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http://linked.open...vavai/riv/typAkce
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http://linked.open.../riv/zahajeniAkce
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number of pages
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http://purl.org/ne...btex#hasPublisher
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https://schema.org/isbn
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http://localhost/t...ganizacniJednotka
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