"nejsou stanoveny" . "Satrapa, Ladislav" . "vodohospod\u00E1\u0159sk\u00E1 laborato\u0159" . . "Hydraulick\u00FD model vodn\u00EDho d\u00EDla Lichkov" . . . "2"^^ . "V\u00FDsledkem vodohospod\u00E1\u0159sk\u00E9ho \u0159e\u0161en\u00ED je k\u0159ivka odtoku z n\u00E1dr\u017Ee poldru a pr\u016Fb\u011Bh vzestupu a poklesu hladiny v n\u00E1dr\u017Ei b\u011Bhem povodn\u011B. Regula\u010Dn\u00EDm prvkem je tlakov\u00E1 clona u dna betonov\u00E9ho objektu k\u0159\u00ED\u017Een\u00ED toku s hr\u00E1z\u00ED. \u0158\u00EDd\u00EDc\u00ED k\u0159ivka odtoku z n\u00E1dr\u017Ee (konzum\u010Dn\u00ED k\u0159ivka) je stanovena dv\u011Bma v\u00FDpo\u010Dtov\u00FDmi postupy. P\u0159i hloubce proud\u011Bn\u00ED men\u0161\u00ED ne\u017E je svisl\u00E1 sv\u011Btlost v\u00FDtokov\u00E9ho otvoru je jeho kapacita stanovena jako kapacita proud\u011Bn\u00ED v koryt\u011B s volnou hladinou (proud\u011Bn\u00ED uvnit\u0159 betonov\u00E9ho polor\u00E1mu). P\u0159i \u00FArovni hladiny na vtoku do v\u00FDtokov\u00E9ho otvoru nad horn\u00ED hranou tohoto otvoru je odtok stanoven jako tlakov\u00FD v\u00FDtok otvorem u dna. P\u0159echod mezi ob\u011Bma re\u017Eimy proud\u011Bn\u00ED je hydraulicky nestabiln\u00ED." . "2"^^ . "566940" . . "RIV/68407700:21110/04:00166920" . . "V\u00FDsledkem vodohospod\u00E1\u0159sk\u00E9ho \u0159e\u0161en\u00ED je k\u0159ivka odtoku z n\u00E1dr\u017Ee poldru a pr\u016Fb\u011Bh vzestupu a poklesu hladiny v n\u00E1dr\u017Ei b\u011Bhem povodn\u011B. Regula\u010Dn\u00EDm prvkem je tlakov\u00E1 clona u dna betonov\u00E9ho objektu k\u0159\u00ED\u017Een\u00ED toku s hr\u00E1z\u00ED. \u0158\u00EDd\u00EDc\u00ED k\u0159ivka odtoku z n\u00E1dr\u017Ee (konzum\u010Dn\u00ED k\u0159ivka) je stanovena dv\u011Bma v\u00FDpo\u010Dtov\u00FDmi postupy. P\u0159i hloubce proud\u011Bn\u00ED men\u0161\u00ED ne\u017E je svisl\u00E1 sv\u011Btlost v\u00FDtokov\u00E9ho otvoru je jeho kapacita stanovena jako kapacita proud\u011Bn\u00ED v koryt\u011B s volnou hladinou (proud\u011Bn\u00ED uvnit\u0159 betonov\u00E9ho polor\u00E1mu). P\u0159i \u00FArovni hladiny na vtoku do v\u00FDtokov\u00E9ho otvoru nad horn\u00ED hranou tohoto otvoru je odtok stanoven jako tlakov\u00FD v\u00FDtok otvorem u dna. P\u0159echod mezi ob\u011Bma re\u017Eimy proud\u011Bn\u00ED je hydraulicky nestabiln\u00ED."@cs . "21110" . . . . . "VHlab-11142-I2004" . . . "Hydraulick\u00FD model vodn\u00EDho d\u00EDla Lichkov" . . . . "Hydraulic model of Lichkov Dam"@en . "Hydraulick\u00FD model vodn\u00EDho d\u00EDla Lichkov"@cs . "P(GA103/03/0309)" . . . "Hydraulick\u00FD model vodn\u00EDho d\u00EDla Lichkov"@cs . "m\u011B\u0159\u00EDtko 1:15, d\u00E9lka 4 m, \u0161\u00ED\u0159ka 1 m, v\u00FD\u0161ka 1 m. Vlastn\u00EDkem v\u00FDsledku je \u010CVUT v Praze, I\u010C 68407700." . . "Kr\u00E1l\u00EDk, Martin" . . "RIV/68407700:21110/04:00166920!RIV11-GA0-21110___" . "[25A3EBDD083A]" . "hydraulic model; safety spillway"@en . "The result of the water management solution is a discharge curve from the polder reservoir and the pattern of the water level rise and fall in the reservoir during a flood. The control element is the pressure curtain at the bottom of the concrete structure of the water course intersection with the dam. The control curve of the discharge from the reservoir (consumption curve) is defined by two computation procedures. For a flow depth smaller than the vertical clearance of the outflow orifice, its capacity is defined as the capacity of a flow in a free-surface channel (flow inside a concrete half-frame). For a water level at the inlet into the outflow orifice above the upper edge of this orifice, the discharge is defined as pressure outflow through an orifice near the bottom. The transition between both flow modes is hydraulically unstable."@en . "Hydraulic model of Lichkov Dam"@en .