Nejistota při stanovování kulminací povodňových situací

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F06%3A01118891" target="_blank" >RIV/68407700:21110/06:01118891 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Uncertainty in Assesment of Peak Flows of Extreme Flood Events

Popis výsledku v původním jazyce

During the extreme flood in 2002, the gauging stations on many of the tributaries flowing into the dam reservoirs were destroyed or were put out of operation. The total inflow therefore formed a major basis for determining the discharges into the dam reservoirs during the course of the flood. This inflow is evaluated from the increase or decrease in the volume of water in the reservoir in a given time unit &#8211; most frequently one hour &#8211; and thus expresses the total average inflow into the reservoir within this time unit. The values of the runoffs from the dam reservoirs and the total inflows into the reservoirs are then compared with the results from other methods, in particular with discharges estimated by the &#8220;slope - area&#8221; method. These results mostly came from determining the course of the peak discharge water level obtained from the after-flood traces.

Název v anglickém jazyce

Uncertainty in Assesment of Peak Flows of Extreme Flood Events

Popis výsledku anglicky

During the extreme flood in 2002, the gauging stations on many of the tributaries flowing into the dam reservoirs were destroyed or were put out of operation. The total inflow therefore formed a major basis for determining the discharges into the dam reservoirs during the course of the flood. This inflow is evaluated from the increase or decrease in the volume of water in the reservoir in a given time unit &#8211; most frequently one hour &#8211; and thus expresses the total average inflow into the reservoir within this time unit. The values of the runoffs from the dam reservoirs and the total inflows into the reservoirs are then compared with the results from other methods, in particular with discharges estimated by the &#8220;slope - area&#8221; method. These results mostly came from determining the course of the peak discharge water level obtained from the after-flood traces.

Druh

A - Audiovizuální tvorba

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/1M0579" target="_blank" >1M0579: Centrum integrovaného navrhování progresivních stavebních konstrukcí</a><br>

Návaznosti

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

Rok uplatnění

2006

Kód důvěrnosti údajů

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

ISBN

0 415 39119 9

Místo vydání

London

Název nakladatele resp. objednatele

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Verze

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Identifikační číslo nosiče

0 415 39123 7