"Z(MSM6840770005)" . . . "Karlin; ground water flow"@en . "Field Survey and Modelling Groundwater Flow on Karlin Area in Prague"@en . . . "C\u00EDlem na\u0161\u00ED pr\u00E1ce je vytvo\u0159it simula\u010Dn\u00ED model pro posouzen\u00ED rizika vzestupu hladiny podzemn\u00ED vody p\u0159i extr\u00E9mn\u00EDch hydrologick\u00FDch situac\u00EDch. P\u0159i povodni v srpnu 2002 byla jednou z nejv\u00EDce posti\u017Een\u00FDch pra\u017Esk\u00FDch \u010D\u00E1st\u00ED pr\u00E1v\u011B oblast Karl\u00EDna. V sou\u010Dasnosti zde prob\u00EDh\u00E1 v\u00FDstavba nov\u00FDch objekt\u016F, kter\u00E9 mus\u00ED b\u00FDt ochr\u00E1n\u011Bny nejen p\u0159ed samotnou povodn\u00ED, ale tak\u00E9 p\u0159ed vzestupem hladiny podzemn\u00ED vody, kdy doch\u00E1z\u00ED k zv\u00FD\u0161en\u00ED vzl\u00EDn\u00E1n\u00ED vody do stavebn\u00EDch konstrukc\u00ED. P\u0159i n\u00E1vrhu ochrann\u00FDch opat\u0159en\u00ED proti povodn\u00EDm je \u017E\u00E1douc\u00ED se \u0159\u00EDdit podle nov\u00FDch evropsk\u00FDch norem, Jde o \u010Dty\u0159i z\u00E1kladn\u00ED p\u0159\u00EDpady hydraulick\u00E9ho poru\u0161en\u00ED p\u0159edev\u0161\u00EDm vztlak a suf\u00F3ze."@cs . . "Ter\u00E9nn\u00ED pr\u016Fzkum a modelov\u00E1n\u00ED proud\u011Bn\u00ED podzemn\u00ED vody v Karl\u00EDn\u011B"@cs . . "Ter\u00E9nn\u00ED pr\u016Fzkum a modelov\u00E1n\u00ED proud\u011Bn\u00ED podzemn\u00ED vody v Karl\u00EDn\u011B" . "Ter\u00E9nn\u00ED pr\u016Fzkum a modelov\u00E1n\u00ED proud\u011Bn\u00ED podzemn\u00ED vody v Karl\u00EDn\u011B" . "Field Survey and Modelling Groundwater Flow on Karlin Area in Prague"@en . . "C\u00EDlem na\u0161\u00ED pr\u00E1ce je vytvo\u0159it simula\u010Dn\u00ED model pro posouzen\u00ED rizika vzestupu hladiny podzemn\u00ED vody p\u0159i extr\u00E9mn\u00EDch hydrologick\u00FDch situac\u00EDch. P\u0159i povodni v srpnu 2002 byla jednou z nejv\u00EDce posti\u017Een\u00FDch pra\u017Esk\u00FDch \u010D\u00E1st\u00ED pr\u00E1v\u011B oblast Karl\u00EDna. V sou\u010Dasnosti zde prob\u00EDh\u00E1 v\u00FDstavba nov\u00FDch objekt\u016F, kter\u00E9 mus\u00ED b\u00FDt ochr\u00E1n\u011Bny nejen p\u0159ed samotnou povodn\u00ED, ale tak\u00E9 p\u0159ed vzestupem hladiny podzemn\u00ED vody, kdy doch\u00E1z\u00ED k zv\u00FD\u0161en\u00ED vzl\u00EDn\u00E1n\u00ED vody do stavebn\u00EDch konstrukc\u00ED. P\u0159i n\u00E1vrhu ochrann\u00FDch opat\u0159en\u00ED proti povodn\u00EDm je \u017E\u00E1douc\u00ED se \u0159\u00EDdit podle nov\u00FDch evropsk\u00FDch norem, Jde o \u010Dty\u0159i z\u00E1kladn\u00ED p\u0159\u00EDpady hydraulick\u00E9ho poru\u0161en\u00ED p\u0159edev\u0161\u00EDm vztlak a suf\u00F3ze." . "RIV/68407700:21110/07:00140942" . . "3"^^ . "454707" . . . "21110" . . . "To obtain information for the groundwater movement simulation in the region of Karl\u00EDn a field survey was carried out in 2006. Beside the surface infiltration ponded experiments to evaluate the range of possible hydraulic conductivity values of the profile, a serie of electrical resistivity tomography (ERT) profiles using the ARES system (GF Instruments) was performed to map the expected heterogeneity of antropogenic soil layers. Wenner - Schlumberger method (four electrod method) was employed. The resistivity distribution profiles were reconstructed using RES3DINVsoftware (Geotomo Software). The results imply a certain pattern of the heterogeneity of the soil profile in dependence on the origin of the material."@en . . "Havlice, Martin" . "Vacek, Ji\u0159\u00ED" . . "C\u00EDslerov\u00E1, Milena" . "RIV/68407700:21110/07:00140942!RIV12-MSM-21110___" . "Ter\u00E9nn\u00ED pr\u016Fzkum a modelov\u00E1n\u00ED proud\u011Bn\u00ED podzemn\u00ED vody v Karl\u00EDn\u011B"@cs . "3"^^ . . . "[DDC56914FC16]" .