Hydraulic model of Harcov historical dam

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00205975" target="_blank" >RIV/68407700:21110/13:00205975 - isvavai.cz</a>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Hydraulic model of Harcov historical dam

Popis výsledku v původním jazyce

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 "Considering safety of dams in case of flood", 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.

Název v anglickém jazyce

Hydraulic model of Harcov historical dam

Popis výsledku anglicky

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 "Considering safety of dams in case of flood", 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.

Druh

D - Stať ve sborníku

CEP obor

AL - Umění, architektura, kulturní dědictví

OECD FORD obor

—

Projekt

<a href="/cs/project/DF11P01OVV009" target="_blank" >DF11P01OVV009: Metodika a nástroje ochrany a záchrany kulturního dědictví ohroženého povodněmi</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2013

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

CESB 13 Central Europe towards Sustainable Building 2013

ISBN

978-80-247-5018-7

ISSN

—

e-ISSN

—

Počet stran výsledku

4

Strana od-do

935-938

Název nakladatele

GRADA PUBLISHING

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

26. 6. 2013

Typ akce podle státní příslušnosti

CST - Celostátní akce

Kód UT WoS článku

—