Modelový výzkum VD Ludkovice a VD Bojkovice

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

čeština

Název v původním jazyce

Modelový výzkum VD Ludkovice a VD Bojkovice

Popis výsledku v původním jazyce

The aim of this paper is a description of hydraulic research of the Ludkovice Dam and Bojkovice Dam. The research was caused by the need to answer the questions on the capacity of their spillways and related structures. Both dams are located in the basinof the Morava River and were built in the early 60s of the 20th century for water supply purposes. The constructions of the two dams are very similar; they differ in the material used for the construction of dam's body and thus the inclination of the downstream slopes. The research was focused on non-gated spillway, chute, outlet tunnel and stilling basin. The original design parameters did not correspond to current tandards, particularly the value of design discharge; nowadays this value increased from 100-year-flood (Q100) to 1000-year-flood discharge. During the research work the focus of interest shifted from the issue of the dissipation of water energy (in the stilling basin) and water levels in the outlet tunnel to reducing pulsa

Název v anglickém jazyce

Hydraulic research of the Ludkovice Dam and Bojkovice Dam

Popis výsledku anglicky

The aim of this paper is a description of hydraulic research of the Ludkovice Dam and Bojkovice Dam. The research was caused by the need to answer the questions on the capacity of their spillways and related structures. Both dams are located in the basinof the Morava River and were built in the early 60s of the 20th century for water supply purposes. The constructions of the two dams are very similar; they differ in the material used for the construction of dam's body and thus the inclination of the downstream slopes. The research was focused on non-gated spillway, chute, outlet tunnel and stilling basin. The original design parameters did not correspond to current tandards, particularly the value of design discharge; nowadays this value increased from 100-year-flood (Q100) to 1000-year-flood discharge. During the research work the focus of interest shifted from the issue of the dissipation of water energy (in the stilling basin) and water levels in the outlet tunnel to reducing pulsa

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Voda a krajina 2015

ISBN

978-80-01-05794-0

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

145-152

Název nakladatele

ČVUT, Fakulta stavební, Katedra hydromeliorací a krajinného hospodářství

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

23. 9. 2015

Typ akce podle státní příslušnosti

CST - Celostátní akce

Kód UT WoS článku

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