"21110" . "P(GA103/03/0309)" . . . "Hydraulick\u00FD model oboustrann\u00E9ho bo\u010Dn\u00EDho p\u0159elivu" . "[BF16768CA7A0]" . . . "Kr\u00E1l\u00EDk, Martin" . . . "Hydraulic model of a two-sided lateral spillway"@en . . . "Hydraulick\u00FD model oboustrann\u00E9ho bo\u010Dn\u00EDho p\u0159elivu"@cs . "RIV/68407700:21110/04:00166922!RIV11-GA0-21110___" . . "VHlab-11142-III2004" . . . "nejsou stanoveny" . "RIV/68407700:21110/04:00166922" . . "Hydraulick\u00FD model oboustrann\u00E9ho bo\u010Dn\u00EDho p\u0159elivu" . "V\u00FDsledkem proveden\u00FDch experiment\u016F jsou konzum\u010Dn\u00ED k\u0159ivky za\u0159\u00EDzen\u00ED (bo\u010Dn\u00EDho p\u0159elivu) na p\u0159ev\u00E1d\u011Bn\u00ED povodn\u00ED p\u0159i r\u016Fzn\u00FDch variant\u00E1ch geometrie. Doporu\u010Duje se, aby souhrnn\u00E1 konzum\u010Dn\u00ED k\u0159ivka byla v p\u0159\u00EDpadech, kdy je nebezpe\u010D\u00ED p\u0159elit\u00ED koruny hr\u00E1ze, prodlou\u017Eena nad \u00FArove\u0148 koruny hr\u00E1ze tak, aby bylo mo\u017Eno posoudit, zda m\u016F\u017Ee p\u0159\u00EDpadn\u00E9 p\u0159elit\u00ED koruny hr\u00E1ze p\u0159i posuzovan\u00E9 povodni ohrozit stabilitu vzdu\u0161n\u00ED \u010D\u00E1sti hr\u00E1ze."@cs . . . "566938" . . "Hydraulick\u00FD model oboustrann\u00E9ho bo\u010Dn\u00EDho p\u0159elivu"@cs . "vodohospod\u00E1\u0159sk\u00E1 laborato\u0159" . "Hydraulic model of a two-sided lateral spillway"@en . "hydraulic model; safety spillway"@en . . "1"^^ . "V\u00FDsledkem proveden\u00FDch experiment\u016F jsou konzum\u010Dn\u00ED k\u0159ivky za\u0159\u00EDzen\u00ED (bo\u010Dn\u00EDho p\u0159elivu) na p\u0159ev\u00E1d\u011Bn\u00ED povodn\u00ED p\u0159i r\u016Fzn\u00FDch variant\u00E1ch geometrie. Doporu\u010Duje se, aby souhrnn\u00E1 konzum\u010Dn\u00ED k\u0159ivka byla v p\u0159\u00EDpadech, kdy je nebezpe\u010D\u00ED p\u0159elit\u00ED koruny hr\u00E1ze, prodlou\u017Eena nad \u00FArove\u0148 koruny hr\u00E1ze tak, aby bylo mo\u017Eno posoudit, zda m\u016F\u017Ee p\u0159\u00EDpadn\u00E9 p\u0159elit\u00ED koruny hr\u00E1ze p\u0159i posuzovan\u00E9 povodni ohrozit stabilitu vzdu\u0161n\u00ED \u010D\u00E1sti hr\u00E1ze." . "The experiments resulted in consumption curves of a structure (lateral spillway) for transferring floods with different versions of geometry. It is recommended to extend the total consumption curve above the dam crest level in cases of risks of the dam crest overflowing to be able to assess whether potential dam crest overflowing during the evaluated flood may threaten the stability of the downstream part of the dam."@en . . "m\u011B\u0159\u00EDtko 1:25, d\u00E9lka 3 m, \u0161\u00ED\u0159ka 0,5 m, v\u00FD\u0161ka 1 m. Vlastn\u00EDkem v\u00FDsledku je \u010CVUT v Praze, I\u010C 68407700." . "1"^^ .