About: Uncertainty in Assesment of Peak Flows of Extreme Flood Events

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	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 – most frequently one hour – 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 “slope - area” method. These results mostly came from determining the course of the peak discharge water level obtained from the after-flood traces. 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 – most frequently one hour – 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 “slope - area” method. These results mostly came from determining the course of the peak discharge water level obtained from the after-flood traces. (en) Během povodně v roce 2002, řada měrných stanic na přítocích do nádrží byla vyřazena z funkce. (cs)
Title	Uncertainty in Assesment of Peak Flows of Extreme Flood Events Uncertainty in Assesment of Peak Flows of Extreme Flood Events (en) Nejistota při stanovování kulminací povodňových situací (cs)
skos:prefLabel	Uncertainty in Assesment of Peak Flows of Extreme Flood Events Uncertainty in Assesment of Peak Flows of Extreme Flood Events (en) Nejistota při stanovování kulminací povodňových situací (cs)
skos:notation	RIV/68407700:21110/06:01118891!RIV07-MSM-21110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579)
http://linked.open...vai/riv/dodaniDat	2007
http://linked.open...aciTvurceVysledku	Marešová, Ivana Mareš, Karel Sklenář, Petr
http://linked.open.../riv/druhVysledku	A(V) - Audiovizuální tvorba se vzdáleným přístupem
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	504994
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/06:01118891
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	floods; peak flow; uncertainty (en)
http://linked.open.../riv/klicoveSlovo	peak flow uncertainty floods
http://linked.open...i/riv/kodPristupu	L
http://linked.open...ontrolniKodProRIV	[F425F5434FBB]
http://linked.open...i/riv/mistoVydani	London
http://linked.open...n/vavai/riv/nosic	0 415 39123 7
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Integrated Design of Advanced Structures
http://linked.open...UplatneniVysledku	2006
http://linked.open...iv/tvurceVysledku	Sklenář, Petr Marešová, Ivana Mareš, Karel
https://schema.org/isbn	0-415-39119-9
http://localhost/t...ganizacniJednotka	21110

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