. "DE\u0160\u0164OM\u011ARN\u00C9 PODKLADY PRO POT\u0158EBY POSUZOV\u00C1N\u00CD A \u0158\u00CDZEN\u00CD STOKOV\u00DDCH S\u00CDT\u00CD" . "Mi\u010D\u00EDn, Jan" . "3"^^ . . "26110" . "DE\u0160\u0164OM\u011ARN\u00C9 PODKLADY PRO POT\u0158EBY POSUZOV\u00C1N\u00CD A \u0158\u00CDZEN\u00CD STOKOV\u00DDCH S\u00CDT\u00CD"@cs . . "Brno, \u010Cesk\u00E1 republika" . "12-22" . . "The most important parameter influencing the flow in the sewerage networks in the urban hydrology are especially the rainfall courses. Historic records of rainfall series are temporarily regarded as the most reliable data for assessing the combined sewersystem."@en . "P(GA103/01/0675), Z(MSM 261100006)" . "1" . . . . . . . . . "rainfall data for urban drainage design, continuous historical series of rain dat, genetic algorithm (GA), optimization of the rain phenomena by GA, real time control"@en . "11"^^ . "SELECTION OF THE HISTORIC RAINFALL COURSES FOR THE DESIGN OF DRAINAGE SYSTEM"@en . "RIV/00216305:26110/03:PU37836" . "Akademick\u00E9 nakladatelstv\u00ED CERM" . . . . "RIV/00216305:26110/03:PU37836!RIV06-GA0-26110___" . "Prax, Petr" . "Anal\u00FDza vybran\u00FDch proces\u016F odvodn\u011Bn\u00ED urbanizovan\u00FDch celk\u016F" . . . . . "DE\u0160\u0164OM\u011ARN\u00C9 PODKLADY PRO POT\u0158EBY POSUZOV\u00C1N\u00CD A \u0158\u00CDZEN\u00CD STOKOV\u00DDCH S\u00CDT\u00CD"@cs . "SELECTION OF THE HISTORIC RAINFALL COURSES FOR THE DESIGN OF DRAINAGE SYSTEM"@en . "Stokov\u00E9 s\u00EDt\u011B pat\u0159\u00ED mezi nejdra\u017E\u0161\u00ED a provozn\u011B nejslo\u017Eit\u011Bj\u0161\u00ED prvky m\u011Bstsk\u00E9 infrastruktury. Proto je jejich navrhov\u00E1n\u00ED a provoz st\u00E1le st\u0159edem pozornosti jak z hlediska v\u011Bdeck\u00E9ho v\u00FDzkumu, tak i z hlediska legislativn\u00EDch podklad\u016F v relaci s po\u017Eadavky ochrany\u017Eivotn\u00EDho prost\u0159ed\u00ED. V \u010CR je jednotn\u00E1 stokov\u00E1 soustava nejroz\u0161\u00ED\u0159en\u011Bj\u0161\u00EDm typem odvodn\u011Bn\u00ED urbanizovan\u00FDch \u00FAzem\u00ED. Hydraulick\u00E1 kapacita t\u011Bchto odvod\u0148ovac\u00EDch s\u00EDt\u00ED byla a je z ekonomick\u00FDch d\u016Fvod\u016F navrhov\u00E1na v \u010Cesk\u00E9 republice p\u0159i aplikaci klasick\u00FDch metod na zz\u00E1klad\u011B blokov\u00FDch de\u0161\u0165\u016F odvozen\u00FDch ze sestupn\u00FDch n\u00E1hradn\u00EDch \u0159ad na periodicitu p=1,0 a\u017E 0,5. To vede k pot\u0159eb\u011B n\u00E1vrhu velk\u00E9ho mno\u017Estv\u00ED odleh\u010Dovac\u00EDch komor, kter\u00E9 jsou p\u0159\u00EDm\u00FDm a prozat\u00EDm m\u00E1lo kontrolovateln\u00FDm propojem stokov\u00E9 s\u00EDt\u011B s recipientem. Ur\u010Den\u00ED tzv. hrani\u010Dn\u00EDho (mezn\u00EDho) odtoku m\u00E1 sou\u010Dasn\u011B v\u00FDznamn\u00FD vliv na funkci a \u00FA\u010Dinnost \u010Dist\u00EDrny odpadn\u00EDch vod, resp. fungov\u00E1n\u00ED cel\u00E9ho integrovan\u00E9ho syst\u00E9mu odvodn\u011Bn\u00ED." . "O\u0161mera, Pavel" . "80-7204-279-3" . . "3"^^ . "[905B8B25ED78]" . "603239" . . "DE\u0160\u0164OM\u011ARN\u00C9 PODKLADY PRO POT\u0158EBY POSUZOV\u00C1N\u00CD A \u0158\u00CDZEN\u00CD STOKOV\u00DDCH S\u00CDT\u00CD" . "Stokov\u00E9 s\u00EDt\u011B pat\u0159\u00ED mezi nejdra\u017E\u0161\u00ED a provozn\u011B nejslo\u017Eit\u011Bj\u0161\u00ED prvky m\u011Bstsk\u00E9 infrastruktury. Proto je jejich navrhov\u00E1n\u00ED a provoz st\u00E1le st\u0159edem pozornosti jak z hlediska v\u011Bdeck\u00E9ho v\u00FDzkumu, tak i z hlediska legislativn\u00EDch podklad\u016F v relaci s po\u017Eadavky ochrany\u017Eivotn\u00EDho prost\u0159ed\u00ED. V \u010CR je jednotn\u00E1 stokov\u00E1 soustava nejroz\u0161\u00ED\u0159en\u011Bj\u0161\u00EDm typem odvodn\u011Bn\u00ED urbanizovan\u00FDch \u00FAzem\u00ED. Hydraulick\u00E1 kapacita t\u011Bchto odvod\u0148ovac\u00EDch s\u00EDt\u00ED byla a je z ekonomick\u00FDch d\u016Fvod\u016F navrhov\u00E1na v \u010Cesk\u00E9 republice p\u0159i aplikaci klasick\u00FDch metod na zz\u00E1klad\u011B blokov\u00FDch de\u0161\u0165\u016F odvozen\u00FDch ze sestupn\u00FDch n\u00E1hradn\u00EDch \u0159ad na periodicitu p=1,0 a\u017E 0,5. To vede k pot\u0159eb\u011B n\u00E1vrhu velk\u00E9ho mno\u017Estv\u00ED odleh\u010Dovac\u00EDch komor, kter\u00E9 jsou p\u0159\u00EDm\u00FDm a prozat\u00EDm m\u00E1lo kontrolovateln\u00FDm propojem stokov\u00E9 s\u00EDt\u011B s recipientem. Ur\u010Den\u00ED tzv. hrani\u010Dn\u00EDho (mezn\u00EDho) odtoku m\u00E1 sou\u010Dasn\u011B v\u00FDznamn\u00FD vliv na funkci a \u00FA\u010Dinnost \u010Dist\u00EDrny odpadn\u00EDch vod, resp. fungov\u00E1n\u00ED cel\u00E9ho integrovan\u00E9ho syst\u00E9mu odvodn\u011Bn\u00ED."@cs .