Koncentrace pr\u016fmysln\u00edk\u016f a\u00a0v\u00edde\u0148sk\u00fdch obchodn\u00edk\u016f s\u00a0textilem spole\u010dn\u011b s\u00a0ekonomick\u00fdm rozkv\u011btem m\u011bsta v\u00a0druh\u00e9 polovin\u011b 19. stolet\u00ed se odrazily v\u00a0jeho architektonick\u00e9 podob\u011b. Krom\u011b rozs\u00e1hl\u00fdch \u0161edov\u00fdch hal textiln\u00edch podnik\u016f rostla v\u00fdstavba reziden\u010dn\u00edch \u010dtvrt\u00ed s\u00a0rodinn\u00fdmi a\u00a0podnikov\u00fdmi vilami a\u00a0pal\u00e1ci, spole\u010dn\u011b s\u00a0\u00fapravou ve\u0159ejn\u00fdch prostranstv\u00ed i\u00a0v\u00fdstavbou ve\u0159ejn\u00fdch spr\u00e1vn\u00edch a\u00a0\u0161koln\u00edch budov, v\u010detn\u011b divadla apod. M\u011bsto \u0160umperk v\u00a0tomto obdob\u00ed pr\u00e1vem z\u00edskalo p\u0159ezd\u00edvku Mal\u00e1 V\u00edde\u0148.<\/p>\n
Velmi dynamick\u00fd rozvoj textiln\u00edho pr\u016fmyslu v\u00a0druh\u00e9 polovin\u011b 19. stolet\u00ed na \u0160umpersku vyu\u017e\u00edval dostupn\u00e9 pracovn\u00ed s\u00edly. Postupn\u00fd n\u00e1r\u016fst po\u010dtu obyvatel si pochopiteln\u011b vynucoval roz\u0161\u00ed\u0159en\u00ed kapacit vodovodn\u00ed s\u00edt\u011b a\u00a0vybudov\u00e1n\u00ed nov\u00fdch j\u00edmac\u00edch objekt\u016f.<\/p>\n
V\u00fdvoj z\u00e1sobov\u00e1n\u00ed m\u011bsta \u0160umperk pitnou vodou p\u0159ed rokem 1883<\/h2>\n
M\u011bsto \u0160umperk, jeho\u017e zalo\u017een\u00ed je kladeno do obdob\u00ed 1269\u20131276 [5], bylo d\u016fle\u017eit\u00fdm centrem jesenick\u00e9ho podh\u016f\u0159\u00ed, jeho\u017e v\u00fdznam postupn\u011b nar\u016fstal od 18.\u00a0stolet\u00ed a\u017e do sou\u010dasnosti. Vzhledem k\u00a0poloze a\u00a0velikosti s\u00eddla bylo z\u00e1sobov\u00e1n\u00ed m\u011bsta pitnou vodou \u0159e\u0161eno studnami, u\u017eitkovou vodu zaji\u0161\u0165oval Temenick\u00fd a\u00a0Bratru\u0161ovsk\u00fd potok nebo vodn\u00ed p\u0159\u00edkop pod hradbami, nap\u00e1jen\u00fd z\u00a0odtokov\u00e9ho kan\u00e1lu Mal\u00e9ho ml\u00fdna (obr.\u00a01<\/em>). Zm\u00ednku o vybudov\u00e1n\u00ed prvn\u00edho vodovodu najdeme na sm\u00edr\u010d\u00ed listin\u011b z roku 1481 [6, 7]. Listina \u0159e\u0161\u00ed narovn\u00e1n\u00ed pr\u00e1v \u0161umpersk\u00fdch m\u011b\u0161\u0165an\u016f a tehdej\u0161\u00edho majitele m\u011bsta Ji\u0159\u00edho Tunkla st. z Brn\u00ed\u010dka. Podle t\u00e9to listiny Ji\u0159\u00ed Tunkl na vlastn\u00ed n\u00e1klady vybudoval vodovod vedouc\u00ed vodu z oblasti \u201eTemenick\u00e9ho vrchu\u201c do d\u0159ev\u011bn\u00e9 ka\u0161ny na n\u00e1m\u011bst\u00ed s t\u00edm, \u017ee m\u011b\u0161\u0165an\u00e9 jsou povinni odv\u00e1d\u011bt jemu i d\u011bdic\u016fm poplatek stanoven\u00fd zm\u00edn\u011bnou smlouvou. Pou\u017eit\u00ed vody z m\u011bstsk\u00e9ho vodovodu (ka\u0161en) bylo zpoplatn\u011bno, co\u017e potvrzuje z\u00e1znam p\u0159\u00edjm\u016f radnice z roku 1605, kde se mezi jin\u00fdmi polo\u017ekami objevuje i 20 zlat\u00fdch a 25 gro\u0161\u016f za pou\u017e\u00edv\u00e1n\u00ed vody z vodovodu [7]. A\u017e do roku 1883 bylo z\u00e1sobov\u00e1n\u00ed m\u011bsta pitnou vodou postupn\u011b \u0159e\u0161eno celkem ze \u010dty\u0159 zdroj\u016f, kter\u00e9 pokr\u00fdvaly z\u00e1sobov\u00e1n\u00ed m\u011bsta a p\u0159edm\u011bst\u00ed samosp\u00e1dem (obr.\u00a01<\/em>). Vybudovan\u00e1 d\u0159ev\u011bn\u00e1 vodovodn\u00ed s\u00ed\u0165 \u00fastila do m\u011bstsk\u00fdch ka\u0161en nebo v\u00fdtokov\u00fdch stojan\u016f. P\u016fvodn\u00ed vodovod d\u00edky rozvoji obce Temenice musel b\u00fdt zru\u0161en a\u00a0nahradil ho vodovod veden\u00fd z\u00a0Hrab\u011b\u0161ic, postaven\u00fd v\u00a0roce 1792. Byla tak\u00e9 vybudov\u00e1na ve\u0159ejn\u00e1 pumpa p\u0159ed Starou branou, naz\u00fdvan\u00e1 Harrerova [6, 7]. Posledn\u00edmi investicemi do roz\u0161\u00ed\u0159en\u00ed zdrojnic \u0161umpersk\u00e9ho vodovodu byla v\u00a0roce 1837 v\u00fdstavba vodovodu z\u00a0oblasti nad Kreni\u0161ovsk\u00fdm dvorem a\u00a0vodovod z\u00a0tzv. Kotlov\u00e9 stud\u00e1nky v\u00a0roce 1849 (obr.\u00a01<\/em>). Doklady o\u00a0existenci d\u0159ev\u011bn\u00e9ho vodovodu jsou nal\u00e9z\u00e1ny p\u0159i v\u00fdkopov\u00fdch prac\u00edch, uk\u00e1zkou je i\u00a0vzorek jedlov\u00e9ho potrub\u00ed na obr.\u00a02<\/em>. Probl\u00e9mov\u00e9 z\u00e1sobov\u00e1n\u00ed p\u0159ev\u00e1\u017en\u011b z\u00a0povrchov\u00fdch zdroj\u016f na vyhrazen\u00e1 ve\u0159ejn\u00e1 m\u00edsta m\u011bsto nahradilo nov\u011b vybudovan\u00fdm j\u00edmac\u00edm objektem podzemn\u00ed vody a\u00a0novou vodovodn\u00ed s\u00edt\u00ed, zaji\u0161\u0165uj\u00edc\u00ed z\u00e1sobov\u00e1n\u00ed jednotliv\u00fdch dom\u016f, pr\u016fmyslov\u00fdch provoz\u016f i\u00a0slu\u017eeb.<\/p>\n V\u00fdstavba nov\u00e9ho vodovodu a\u00a0z\u0159\u00edzen\u00ed m\u011bstsk\u00e9 vod\u00e1rny byly m\u011bstskou radou schv\u00e1leny 11. \u010dervna 1883. Je\u0161t\u011b t\u00e9ho\u017e roku 7. srpna byl polo\u017een z\u00e1kladn\u00ed k\u00e1men vysokotlak\u00e9ho vodojemu na Kreni\u0161ovsk\u00e9m kopci, pozd\u011bji zvan\u00e9m Vod\u00e1rka. Stavbu realizovala firma Corthe & Comp., provoz nov\u00e9ho vodovodn\u00edho \u0159\u00e1du byl zah\u00e1jen 1. prosince 1883.<\/p>\n M\u011bstsk\u00e1 vod\u00e1rna byla prvn\u00edm podnikem v\u00a0re\u017eii m\u011bsta \u0160umperk v\u010detn\u011b zam\u011bstnanc\u016f. Hospoda\u0159en\u00ed podniku schvalovalo m\u011bstsk\u00e9 zastupitelstvo. Cel\u00fd vodovodn\u00ed syst\u00e9m je zachycen na obr.\u00a03<\/em>. J\u00edmac\u00ed objekt v\u00a0podob\u011b kopan\u00e9 studny byl sou\u010d\u00e1st\u00ed stavby vod\u00e1rny, kter\u00e1 se zachovala dodnes (obr.\u00a04<\/em>). V\u00a0r\u00e1mci objektu vod\u00e1rny byla strojovna pro dv\u011b tlakov\u00e1 \u010derpadla, poh\u00e1n\u011bn\u00e1 parn\u00edmi stroji (obr.\u00a06<\/em>). Z\u00a0kopan\u00e9 studny o\u00a0pr\u016fm\u011bru 1,5 m a\u00a0hlubok\u00e9 cca 19 m byla voda \u010derp\u00e1na v\u00fdtla\u010dn\u00fdm \u0159adem do Kreni\u0161ovsk\u00e9ho vysokotlak\u00e9ho vodojemu o\u00a0objemu 600 m3<\/sup> a\u00a0odtud pak 200mm potrub\u00edm do p\u0159\u00edvodn\u00edho \u0159adu do m\u011bsta.<\/p>\n Vodovodn\u00ed s\u00ed\u0165 pokr\u00fdvala cel\u00e9 m\u011bsto (obr.\u00a03<\/em>), s\u00a0odbo\u010dkami do nov\u00fdch p\u0159edm\u011bst\u00ed s\u00a0pr\u016fmyslov\u00fdmi podniky i\u00a0reziden\u010dn\u00ed v\u00fdstavbou. Velk\u00fd pod\u00edl na spot\u0159eb\u011b vody m\u011blo vybudov\u00e1n\u00ed kas\u00e1ren pro pos\u00e1dku 93. p\u011b\u0161\u00edho pluku v\u00a0roce 1886. P\u00e1te\u0159n\u00ed s\u00ed\u0165 tvo\u0159ily litinov\u00e9 hrdlov\u00e9 trubky o\u00a0pr\u016fm\u011bru 80\u2013200 mm, s\u00a0p\u0159\u00edpojkami do dom\u016f a\u00a0objekt\u016f o\u00a0pr\u016fm\u011bru 50 mm. Jak ukazuje obr.\u00a03<\/em>, vodovod z\u00e1soboval i\u00a0tzv. Sk\u0159iv\u00e1n\u010d\u00ed dv\u016fr, v\u00a0t\u00e9 dob\u011b vzd\u00e1len\u00fd 1,7 km od centra m\u011bsta.<\/p>\n Provoz vod\u00e1rny ur\u010doval provozn\u00ed \u0159\u00e1d \u201eReglement\u201d, stanovuj\u00edc\u00ed pr\u00e1va a\u00a0povinnosti odb\u011bratel\u016f i\u00a0vod\u00e1rny. Ka\u017ed\u00fd majitel domu, jen\u017e nem\u011bl vlastn\u00ed studnu nebo m\u011bl z\u00e1vadnou vodu ve studni, se musel povinn\u011b napojit na m\u011bstsk\u00fd vodovod. P\u0159\u00edpojku vybudovala na n\u00e1klady majitele domu vod\u00e1rna. V\u00a0prvn\u00edch letech provozu se vodn\u00e9 stanovovalo z\u00e1kladn\u00ed sazbou ve v\u00fd\u0161i 3 % domovn\u00ed dan\u011b \u010di n\u00e1jemn\u00e9ho, dopln\u011bn\u00e9 o\u00a0dodatkov\u00e9 sazby (tab.\u00a01<\/em>). Od roku 1893 bylo v\u00a0platnosti na\u0159\u00edzen\u00ed ministerstva obchodu Rakouska-Uherska [6], kter\u00e9 stanovilo povinnost dodavatele vody na \u017e\u00e1dost majitele ocejchovat nebo vym\u011bnit vodom\u011bry za nov\u00e9 do roku 1903 a\u00a0od roku 1896 montovat pouze nov\u00e9 vodom\u011bry. Postupn\u011b tedy m\u011bsto p\u0159e\u0161lo na \u00fahradu vodn\u00e9ho podle stavu vodom\u011br\u016f.<\/p>\n Zdroj: Upraveno podle [6] Realizovan\u00fd projekt m\u011bstsk\u00e9 vod\u00e1rny byl inspirativn\u00ed nejen po technologick\u00e9 str\u00e1nce, ale i\u00a0z\u00a0hlediska provozn\u00ed a\u00a0organiza\u010dn\u00ed spr\u00e1vy m\u011bstsk\u00e9ho podniku. Velk\u00fd z\u00e1jem o\u00a0detailn\u00ed provozn\u00ed informace, v\u010detn\u011b nastaven\u00ed ceny vodn\u00e9ho, m\u011bla podobn\u011b velk\u00e1 m\u011bsta v\u00a0\u010desk\u00fdch zem\u00edch, jako nap\u0159\u00edklad Trutnov, Kladno, T\u011b\u0161\u00edn, \u017datec \u010di Kutn\u00e1 Hora [6]. Pro inspiraci jsou na obr.\u00a07<\/em> uvedeny provozn\u00ed parametry vod\u00e1rny v\u00a0roce 1886.<\/p>\n Vzhledem k dynamick\u00e9mu r\u016fstu m\u011bsta a rozvoji pr\u016fmyslov\u00e9 v\u00fdroby i slu\u017eeb p\u0159estal nov\u011b vybudovan\u00fd vodovod na p\u0159elomu stolet\u00ed sta\u010dit kapacitn\u011b. V r\u00e1mci zefektivn\u011bn\u00ed distribuce a \u00faspory n\u00e1klad\u016f m\u011bsto ji\u017e v roce 1902 zakoupilo objekt Nov\u00e9ho ml\u00fdna (\u010d. p. 301) a vyhloubilo dal\u0161\u00ed studnu v bl\u00edzkosti objektu vod\u00e1rny, napojenou na syst\u00e9m. Objekt se studnou II o\u00a0hloubce 23 m a\u00a0pr\u016fm\u011bru 1,5 m st\u00e1le existuje a\u00a0studna je vyu\u017e\u00edv\u00e1na majitelem k\u00a0zavla\u017eov\u00e1n\u00ed (obr.\u00a08<\/em>). Sou\u010d\u00e1st\u00ed dan\u00e9 etapy roz\u0161\u00ed\u0159en\u00ed vodovodu byl v\u00a0are\u00e1lu ml\u00fdna vybudov\u00e1n silotvorn\u00fd objekt s\u00a0horizont\u00e1ln\u00ed Francisovou turb\u00ednou, kter\u00e1 poh\u00e1n\u011bla gener\u00e1tor na v\u00fdrobu elektrick\u00e9 energie pro pohon \u010derpadel studn\u00ed. V\u00a0roce 1905 byl parn\u00ed pohon \u010derpadel nahrazen elektromotory, poh\u00e1n\u011bn\u00e9 turb\u00ednou nov\u011b postaven\u00e9 mal\u00e9 vodn\u00ed elektr\u00e1rny (obr.\u00a09<\/em>).<\/p>\n Zdroj: Upraveno podle [9] a\u00a0[6] I p\u0159es vybudov\u00e1n\u00ed dal\u0161\u00edch j\u00edmac\u00edch objekt\u016f se ji\u017e po roce 1910 za\u010dal op\u011bt objevovat probl\u00e9m s nedostatkem vody. M\u011bsto \u0160umperk proto iniciovalo vznik komise, kter\u00e1 v r\u00e1mci pl\u00e1novan\u00e9 regulace \u0159eky Desn\u00e9 navrhla vybudov\u00e1n\u00ed p\u0159ehradn\u00ed n\u00e1dr\u017ee v Koutech nad Desnou. 22. ledna 1912 zasedala se souhlasem ministerstva orby komise ustaven\u00e1 moravsk\u00fdm zemsk\u00fdm v\u00fdborem, kter\u00e1 m\u011bla za \u00fakol p\u0159ezkoumat projekt regulace Desn\u00e9 a stavby \u00fadoln\u00ed p\u0159ehrady, vypracovan\u00fd stavebn\u00edm radou Heinrichem Meixnerem. B\u011bhem jedn\u00e1n\u00ed komise byla v\u00fdznamn\u00fdm \u0161umpersk\u00fdm podnikatelem a politikem Gustavem Oberleithnerem prosazov\u00e1na v\u00fdstavba p\u0159ehrady i pro pot\u0159eby zdroje vody. P\u0159\u00edpravn\u00e9 pr\u00e1ce m\u011bly b\u00fdt zah\u00e1jeny v roce 1913 [7], av\u0161ak vypuknut\u00ed I. sv\u011btov\u00e9 v\u00e1lky v\u011bt\u0161\u00ed investice v regionu zastavilo. V r\u00e1mci p\u0159etrv\u00e1vaj\u00edc\u00edch probl\u00e9m\u016f bylo m\u011bsto nuceno po\u0159\u00eddit dal\u0161\u00ed j\u00edmac\u00ed objekty. Z v\u00fdb\u011brov\u00e9ho \u0159\u00edzen\u00ed vze\u0161la v\u00edt\u011bzn\u011b nab\u00eddka firmy Niklas na vybudov\u00e1n\u00ed t\u0159et\u00ed studny v bl\u00edzkosti vod\u00e1rny. Dne 11. z\u00e1\u0159\u00ed 1915 byla tedy vyvrt\u00e1na t\u0159et\u00ed studna, hlubok\u00e1 27 metr\u016f a s p\u0159\u00edtokem 6 l\/s [10]. Objekt se studnou III st\u00e1le existuje, voda ze studny nen\u00ed vyu\u017e\u00edv\u00e1na (obr.\u00a08<\/em>).<\/p>\n D\u00e9lka rozvodu vodovodu v\u00a0\u0160umperku \u010dinila v\u00a0roce 1913 ji\u017e 20\u00a0797 m [6]. Ve m\u011bst\u011b bylo 138 hydrant\u016f, m\u011b\u0159en\u00ed spot\u0159eby se \u0159e\u0161ilo vodom\u011bry. V\u00a0dan\u00e9m roce jsou ve zpr\u00e1v\u011b vod\u00e1rny zm\u00edn\u011bny tak\u00e9 chemick\u00fd a\u00a0bakteriologick\u00fd rozbor. P\u0159i celkov\u00e9 vydatnosti t\u0159\u00ed zdroj\u016f 12 l\/s\u00a0zpr\u00e1va m\u011bstsk\u00e9 vod\u00e1rny v\u00a0roce 1912 uv\u00e1d\u00ed celkovou ztr\u00e1tu vody ve v\u00fd\u0161i 5 %. Za necel\u00fdch 10 let se za\u010dalo projevovat st\u00e1\u0159\u00ed vodovodn\u00ed s\u00edt\u011b a\u00a0ztr\u00e1ty narostly na 21 %. Jak ukazuje srovn\u00e1vac\u00ed tab.\u00a02<\/em>, nap\u0159\u00edklad spot\u0159eba v\u00a0roce 1929 dosahovala 77,8 l na osobu a\u00a0den.<\/p>\n T\u0159et\u00ed roz\u0161\u00ed\u0159en\u00ed vodovodu bylo vynuceno \u0161patn\u00fdm stavem infrastruktury se ztr\u00e1tami p\u0159es 30 % a\u00a0tak\u00e9 opakovan\u00fdm nedostatkem vody, zejm\u00e9na v\u00a0letn\u00edch m\u011bs\u00edc\u00edch. Ji\u017e od roku 1927 musela \u010derpadla 24 hodin denn\u011b \u010derpat vodu ze t\u0159\u00ed m\u011bstsk\u00fdch studn\u00ed (kapacita 10,5 l\/s) a\u00a0ze \u010dtvrt\u00e9 studny v\u00a0are\u00e1lu Eternitov\u00fdch z\u00e1vod\u016f Zenit na v\u00fdsledn\u00fdch 13 l\/s, p\u0159esto i\u00a0tak nesta\u010dil syst\u00e9m kr\u00fdt skute\u010dn\u00e9 pot\u0159eby obyvatel [11].<\/p>\n Rekonstrukce s\u00edt\u011b byla \u0159e\u0161ena syst\u00e9mov\u011b a\u00a0projekt po\u010d\u00edtal s\u00a0n\u00e1vrhem dostate\u010dn\u00e9 kapacity zdroj\u016f podzemn\u00ed vody s\u00a0v\u00fdhledem do roku 1950. Navrhovan\u00fd projekt byl revidov\u00e1n a\u00a0spolufinancov\u00e1n Zemsk\u00fdm \u00fa\u0159adem v\u00a0Brn\u011b. Na z\u00e1klad\u011b v\u00edcelet\u00fdch hydrologick\u00fdch m\u011b\u0159en\u00ed, doporu\u010den\u00ed hydrogeologick\u00fdch odborn\u00edk\u016f a\u00a0kalkulace n\u00e1klad\u016f se upustilo od n\u00e1vrhu vyu\u017eit\u00ed zdroj\u016f vody z\u00a0\u00fadol\u00ed \u0159ek Moravy, Moravice a\u00a0Desn\u00e9. Dozorovan\u00fd pr\u016fzkum v\u010detn\u011b \u010derpac\u00edch zkou\u0161ek byl zad\u00e1n brn\u011bnsk\u00e9 firm\u011b G. Rumpel, kter\u00e1 byla vybr\u00e1na i\u00a0pro projektovou p\u0159\u00edpravu.<\/p>\n Vlastn\u00ed rekonstrukce byla rozd\u011blena na dv\u011b etapy. M\u011bsto s\u00a0p\u0159edstihem v\u00a0souvislosti s\u00a0investi\u010dn\u00edmi n\u00e1klady zv\u00fd\u0161ilo cenu vodn\u00e9ho na 2 K\u010ds\/m3<\/sup>. Prvn\u00ed etapou bylo vybudov\u00e1n\u00ed nov\u00fdch j\u00edmac\u00edch objekt\u016f v\u00a0aluviu \u0159eky Desn\u00e9 v\u00a0lokalit\u011b Lu\u017ee (Frank\u0161t\u00e1tsk\u00e1 luka) a\u00a0jejich napojen\u00ed na existuj\u00edc\u00ed vodojem na Kreni\u0161ovsk\u00e9m kopci (Vod\u00e1rka). Druh\u00e1 etapa zahrnovala vybudov\u00e1n\u00ed dal\u0161\u00edch vodojem\u016f, zaji\u0161\u0165uj\u00edc\u00edch z\u00e1sobov\u00e1n\u00ed cel\u00e9ho m\u011bsta.<\/p>\n Podle \u00fadaj\u016f z\u00a0revizn\u00ed zpr\u00e1vy Zemsk\u00e9ho \u00fa\u0159adu v\u00a0Brn\u011b z\u00a0roku 1931 [11] byla ro\u010dn\u00ed spot\u0159eba vody cca 390\u00a0000 m3<\/sup>, co\u017e bylo 94 l na osobu a\u00a0den s\u00a0pot\u0159ebnou kapacitou zdroje 15,3 l\/s. Podle pl\u00e1novan\u00e9ho demografick\u00e9ho v\u00fdvoje bylo po\u010d\u00edt\u00e1no, \u017ee v\u00a0roce 1950 bude v\u00a0\u0160umperku 18\u00a0000 obyvatel s\u00a0denn\u00ed pot\u0159ebou 27,3 l\/s, p\u0159i 16hodinov\u00e9m \u010derp\u00e1n\u00ed 40 l\/s. Na z\u00e1klad\u011b proveden\u00fdch \u010derpac\u00edch zkou\u0161ek na p\u0159elomu let 1929\/1930 byla v\u00a0lokalit\u011b Lu\u017ee v\u00a0hloubce 40\u201343 m zji\u0161t\u011bna vydatnost j\u00edmac\u00ed studny 9,5 l\/s. S\u00a0ohledem na omezen\u00ed p\u0159e\u010derp\u00e1n\u00ed zdroje se pl\u00e1novalo\u00a0p\u011bt j\u00edmac\u00edch objekt\u016f s\u00a0kapacitou 8 l\/s\u00a0na celkov\u00fdch 40 l\/s. Drobnou komplikac\u00ed byl v\u00fdskyt kyseliny uhli\u010dit\u00e9, jej\u00ed\u017e eliminaci \u0159e\u0161ila v\u00a0projektu instalace neutraliza\u010dn\u00ed jednotky na d\u00e1vkov\u00e1n\u00ed hydroxidu v\u00e1penat\u00e9ho v\u00a0r\u00e1mci nov\u011b budovan\u00e9ho vodojemu na Kreni\u0161ovsk\u00e9m kopci (obr.\u00a013<\/em>). Dan\u00e9 za\u0159\u00edzen\u00ed v\u0161ak nebylo instalov\u00e1no a\u00a0a\u017e do sou\u010dasnosti se \u00faprava vody \u0159e\u0161\u00ed pouze chlorov\u00e1n\u00edm. Dne 11. \u010dervna 1930 byla p\u0159ivedena nov\u00e1 voda z\u00a0prvn\u00ed studny do vodojemu Vod\u00e1rka, \u010d\u00edm\u017e se zv\u00fd\u0161il p\u0159\u00edtok vody o\u00a08 l\/s., tj. o\u00a041 % [7].<\/p>\n Z\u00a0prvn\u00ed etapy roz\u0161\u00ed\u0159en\u00ed se dodnes zachovaly funk\u010dn\u00ed objekty j\u00edmac\u00edch studn\u00ed. P\u011bt p\u016fvodn\u00edch objekt\u016f t\u011bchto j\u00edmac\u00edch studn\u00ed m\u00e1 unik\u00e1tn\u00ed architektonick\u00e9 a\u00a0stavebn\u00ed proveden\u00ed s\u00a0vypracovan\u00fdmi detaily, jako je \u0161krab\u00e1k na boty, pou\u017eit\u00e9 luxfery nebo oplechov\u00e1n\u00ed okenn\u00edch \u0159\u00edms (obr.\u00a010<\/em> a\u00a011<\/em>).<\/p>\n Druh\u00e1 etapa rekonstrukce obn\u00e1\u0161ela vybudov\u00e1n\u00ed nov\u00fdch vodojem\u016f, nov\u00fdch p\u0159ivad\u011b\u010d\u016f k\u00a0vodojem\u016fm i\u00a0do rozvodn\u00e9 s\u00edt\u011b a\u00a0rozd\u011blen\u00ed m\u011bsta na dv\u011b tlakov\u00e1 p\u00e1sma. Nov\u00fd vodojem v\u00a0lokalit\u011b Vyhl\u00eddka s\u00a0pl\u00e1novanou kapacitou 1 500 m3<\/sup> z\u00e1soboval v\u00fd\u0161e polo\u017een\u00e9 \u010d\u00e1sti m\u011bsta v\u010detn\u011b obl\u00edben\u00e9ho v\u00fdletn\u00edho hostince Bergwirtshaus. Vedle p\u016fvodn\u00edho vodojemu na Kreni\u0161ovsk\u00e9m kopci (objem 600\u00a0m3<\/sup>) byl navr\u017een dvoukomorov\u00fd vodojem o\u00a0objemu 2 000 m3<\/sup> (obr.\u00a012<\/em>). Nakonec byl ale vybudov\u00e1n jen jednokomorov\u00fd s\u00a0kapacitou 1 000 m3 <\/sup>[13]. P\u0159ivad\u011b\u010de z\u00a0prameni\u0161t\u011b a\u00a0mezi vodojemy byly dimenzov\u00e1ny na pr\u016fm\u011br 350 mm.<\/p>\n Tato etapa spole\u010dn\u011b s\u00a0rekonstrukc\u00ed byla \u00fasp\u011b\u0161n\u011b dokon\u010dena v\u00a0roce 1935. Po rekonstrukci s\u00edt\u011b se ztr\u00e1ty sn\u00ed\u017eily na 19 % na\u00a0celkovou d\u00e9lku 41\u00a0500 m vodovodn\u00ed s\u00edt\u011b [6].<\/p>\n Po dokon\u010den\u00ed III. etapy m\u011bl vodovod k\u00a0dispozici dev\u011bt studn\u00ed, kter\u00e9 zaji\u0161\u0165ovaly cca 2 000 m3<\/sup> vody denn\u011b. Rekonstrukce se nevyhnula ani m\u011bstsk\u00e1 elektr\u00e1rna. Pro zefektivn\u011bn\u00ed v\u00fdroby byla v\u00a0roce 1937 uvedena do provozu nov\u00e1 turb\u00edna Storek-Kaplanova s\u00a0\u00fapravou gener\u00e1toru. Hydrocentr\u00e1la vod\u00e1rny byla dopln\u011bna ji\u017e v\u00a0roce 1930 tak\u00e9 z\u00e1lo\u017en\u00ed Haagovou turb\u00ednou, vyu\u017e\u00edvaj\u00edc\u00ed vodu odv\u00e1d\u011bnou\u00a0jalov\u00fdm p\u0159\u00edkopem. V\u00a0roce 1936 byl v\u00a0r\u00e1mci samostatn\u00e9ho projektu p\u0159ipojen na vodovodn\u00ed \u0159\u00e1d tak\u00e9 nov\u00fd m\u011bstsk\u00fd h\u0159bitov se\u00a0\u0161esti v\u00fdtokov\u00fdmi stojany.<\/p>\n Po druh\u00e9 sv\u011btov\u00e9 v\u00e1lce do\u0161lo k\u00a0nucen\u00e9mu odchodu p\u016fvodn\u00edho n\u011bmeck\u00e9ho obyvatelstva a\u00a0po\u010det obyvatel \u0160umperka se do\u010dasn\u011b skokov\u011b sn\u00ed\u017eil na cca 10\u00a0000 osob. To se negativn\u011b podepsalo na ekonomice m\u011bstsk\u00e9ho podniku i\u00a0cen\u011b vodn\u00e9ho. V\u00a0roce 1946 byla vodn\u00ed elektr\u00e1rna v\u00a0re\u017eii podniku zn\u00e1rodn\u011bna, a\u00a0vod\u00e1rna tak musela nakupovat energii pro pohon \u010derpadel z\u00a0p\u016fvodn\u011b vlastn\u00edho zdroje. Vodn\u00ed elektr\u00e1rna ukon\u010dila svoji \u010dinnost v\u00a0\u0161edes\u00e1t\u00fdch letech 20. stolet\u00ed, turb\u00edny byly demontov\u00e1ny. V\u00a0roce 1946 si m\u011bsto nechalo zpracovat odborn\u00fd posudek Ing. Zavadilem na mo\u017enosti z\u00e1sobov\u00e1n\u00ed m\u011bsta pitnou vodou. Posudek navrhoval \u0159e\u0161en\u00ed nedostatku vody rekonstrukc\u00ed st\u00e1vaj\u00edc\u00ed s\u00edt\u011b a\u00a0j\u00edmac\u00edch objekt\u016f, roz\u0161\u00ed\u0159it po\u010det j\u00edmac\u00edch objekt\u016f ve st\u00e1vaj\u00edc\u00edm prameni\u0161ti Lu\u017ee a\u00a0do budoucna \u0159e\u0161it nedostatek vody j\u00edm\u00e1n\u00edm povrchov\u00e9 vody v\u00a0oblasti Kout\u016f nad Desnou, p\u0159\u00edpadn\u011b vybudovat v\u00a0dan\u00e9 lokalit\u011b p\u0159ehradn\u00ed n\u00e1dr\u017e. V\u00a0roce 1947 byl schv\u00e1len n\u00e1vrh s\u00a0odb\u011brem povrchov\u00e9 vody v\u00a0horn\u00edm povod\u00ed Desn\u00e9, kter\u00fd z\u00e1rove\u0148 \u0159e\u0161il z\u00e1sobov\u00e1n\u00ed v\u0161ech obc\u00ed v\u00a0\u00fadol\u00ed Desn\u00e9.<\/p>\n Pokra\u010duj\u00edc\u00ed probl\u00e9my se z\u00e1sobov\u00e1n\u00edm byly v kritick\u00fdch letech dokonce podpo\u0159eny um\u011blou infiltrac\u00ed povrchovou z\u00e1vlahou z \u0159eky Desn\u00e9 v oblasti prameni\u0161t\u011b [13]. V r\u00e1mci projektov\u00e9 p\u0159\u00edpravy pl\u00e1novan\u00e9 stavby skupinov\u00e9ho vodovodu Kouty-\u0160umperk byla \u0159e\u0161ena tak\u00e9 mo\u017enost vybudov\u00e1n\u00ed dal\u0161\u00edho zdroje v severov\u00fdchodn\u00ed \u010d\u00e1sti \u0160umperka. Hydrogeologick\u00fd pr\u016fzkum proveden\u00fd Geologick\u00fdm pr\u016fzkumem n. p. Brno progn\u00f3zoval mo\u017enou vydatnost pouze 10 l\/s. Podle sm\u011brn\u00e9ho \u00fazemn\u00edho pl\u00e1nu byla v roce 1962 stanovena spot\u0159eba vody pro obytn\u00e9 p\u00e1smo 102,3 l\/s, s pr\u016fmyslov\u00fdmi podniky potom 121 l\/s na obyvatele a den. Dle uveden\u00fdch hodnot je jasn\u00e9, \u017ee podzemn\u00ed zdroje nesta\u010dily kr\u00fdt pot\u0159ebu m\u011bsta a bylo nutn\u00e9 p\u0159istoupit k pl\u00e1novan\u00e9 realizaci projektu skupinov\u00e9ho vodovodu Kouty-\u0160umperk. Projekt se poda\u0159ilo realizovat v letech 1968\u20131974 s t\u00edm, \u017ee m\u011bsto \u0160umperk bylo p\u0159ipojeno v roce 1971. T\u00e9ma skupinov\u00e9ho vodovodu Kouty-Desn\u00e1 a sou\u010dasn\u00e1 podoba z\u00e1sobov\u00e1n\u00ed \u0160umperka si zaslou\u017e\u00ed tak\u00e9 pozornost a zpracov\u00e1n\u00ed do samostatn\u00e9ho \u010dl\u00e1nku.<\/p>\n Realizovan\u00fd projekt m\u011bstsk\u00e9 vod\u00e1rny byl inspirativn\u00ed nejen po technologick\u00e9 str\u00e1nce, ale i z hlediska provozn\u00ed a organiza\u010dn\u00ed spr\u00e1vy m\u011bstsk\u00e9ho podniku. J\u00edmac\u00ed objekty, vodojemy i vlastn\u00ed s\u00ed\u0165 byly postupn\u011b roz\u0161i\u0159ov\u00e1ny v souvislosti s r\u016fstem po\u010dtu obyvatel a podnik\u016f, av\u0161ak vzhledem k hydrogeologick\u00fdm limit\u016fm okol\u00ed \u0160umperka byly zdroje vody kapacitn\u011b nedostate\u010dn\u00e9 ji\u017e v pades\u00e1t\u00fdch letech 20. stolet\u00ed. Co se t\u00fd\u010de vyu\u017eit\u00ed p\u0159\u00edrodn\u00edch zdroj\u016f, ukazuje tento p\u0159\u00edklad na proz\u00edravost tehdej\u0161\u00edch odborn\u00edk\u016f, kte\u0159\u00ed navrhli j\u00edmac\u00ed \u00fazem\u00ed v lokalit\u011b, je\u017e byla jako jedin\u00e1 v okol\u00ed \u0160umperka schopna v dlouhodob\u011bj\u0161\u00edm horizontu zajistit dostatek vody. Vzhledem k ekologick\u00fdm z\u00e1t\u011b\u017e\u00edm a r\u016fstu m\u011bsta je budoucnost vyu\u017e\u00edv\u00e1n\u00ed podzemn\u00edch zdroj\u016f v lokalit\u011b Lu\u017ee prozat\u00edm omezen\u00e1 a m\u011bsto \u0160umperk se mus\u00ed spol\u00e9hat na povrchov\u00e9 zdroje vody z toku Hu\u010div\u00e9 Desn\u00e9 nebo na podzemn\u00ed vodu z prameni\u0161t\u011b Rapot\u00edn. Z\u00e1v\u011brem je d\u016fle\u017eit\u00e9 zm\u00ednit, \u017ee z\u00e1sobov\u00e1n\u00ed m\u011bsta pitnou vodou se v \u0160umperku vrac\u00ed ke ko\u0159en\u016fm. Od 1. ledna 2021 po t\u00e9m\u011b\u0159 25let\u00e9m obdob\u00ed p\u0159e\u0161el vod\u00e1rensk\u00fd provoz do vlastnictv\u00ed m\u00edstn\u00edch samospr\u00e1v v podob\u011b podniku Vodohospod\u00e1\u0159sk\u00e1 za\u0159\u00edzen\u00ed \u0160umperk, a. s. (VHZ) s dce\u0159inou spole\u010dnost\u00ed \u0160umpersk\u00e1 provozn\u00ed vodohospod\u00e1\u0159sk\u00e1 spole\u010dnost, a. s. (\u0160PVS).<\/p>\n P\u0159\u00edsp\u011bvek vznikl \u0159e\u0161en\u00edm v\u00fdzkumn\u00e9ho projektu NAKI II \u201eHistorick\u00e9 vodohospod\u00e1\u0159sk\u00e9 objekty, jejich hodnota, funkce a\u00a0v\u00fdznam pro sou\u010dasnou dobu\u201c (DG18P02OVV019). Projekt je realizov\u00e1n za finan\u010dn\u00ed podpory programu NAKI II\u00a0\u2013 program na podporu aplikovan\u00e9ho v\u00fdzkumu a\u00a0experiment\u00e1ln\u00edho v\u00fdvoje n\u00e1rodn\u00ed a\u00a0kulturn\u00ed identity na l\u00e9ta 2016 a\u017e 2022 Ministerstva kultury \u010cesk\u00e9 republiky.\u00a0Zvl\u00e1\u0161tn\u00ed pod\u011bkov\u00e1n\u00ed pat\u0159\u00ed tak\u00e9 zam\u011bstnanc\u016fm spole\u010dnost\u00ed Vodohospod\u00e1\u0159sk\u00e1 za\u0159\u00edzen\u00ed \u0160umperk, a. s., a\u00a0\u0160umpersk\u00e9 provozn\u00ed vodohospod\u00e1\u0159sk\u00e9 spole\u010dnosti, a. s., za poskytnut\u00ed cenn\u00fdch informac\u00ed a\u00a0materi\u00e1l\u016f vztahuj\u00edc\u00edch se k\u00a0historii \u0161umpersk\u00e9ho vod\u00e1renstv\u00ed.\u00a0<\/em><\/p>\n P\u0159\u00edsp\u011bvek pro\u0161el lektorsk\u00fdm \u0159\u00edzen\u00edm.<\/strong><\/p>\n The article focuses on the water industry sector. It deals with the development of drinking water supply in \u0160umperk town from the Middle Ages to the 1960s. According to the water supply network development, the text is structured into individual chapters, focusing on the interesting period of the late 19th century, when a municipal water plant was established. The water plant was also the first company managed by the city council at its establishment. It was an excellent good practice example for similar towns in the Czech lands, both technologically and operationally. Subsequent chapters focus on expanding the water supply network, reservoirs, and intake areas, which had to be sized for the increasing water consumption associated with the city\u2018s dynamic development in the late 19th and first half of the 20th century. The final chapter summarises the development of the municipal waterworks project from 1945 until the year when the town of \u0160umperk was connected to the water intake sources from the Kouty-\u0160umperk group water supply system. The paper is an inspiring retrospective look into the history of the municipal water supply. It can also be a helpful comparison with the current state, building possibilities and limits of the water supply infrastructure.<\/p>\n","protected":false},"author":8,"featured_media":13042,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[2,86,89],"tags":[2486,2538,2574,2575],"coauthors":[1486,234,1487],"class_list":["post-13224","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-from-the-world-of-water-management","category-hydraulics-hydrology-and-hydrogeology","category-water-technology-water-supply-waste-water-treatment","tag-drinking-water-supply","tag-sumperk","tag-water-industry","tag-water-plant"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts\/13224","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/users\/8"}],"replies":[{"embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/comments?post=13224"}],"version-history":[{"count":8,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts\/13224\/revisions"}],"predecessor-version":[{"id":30632,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts\/13224\/revisions\/30632"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/media\/13042"}],"wp:attachment":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/media?parent=13224"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/categories?post=13224"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/tags?post=13224"},{"taxonomy":"author","embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/coauthors?post=13224"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}\u0160umpersk\u00fd vodovod\u00a0\u2013 m\u011bstsk\u00e1 vod\u00e1rna<\/h2>\n
![\"\"](\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2021\/10\/LETAL-1.jpg\")
<\/a>\nObr.\u00a01. Vodn\u00ed zdroje pro z\u00e1sobov\u00e1n\u00ed m\u011bsta \u0160umperk do roku 1970
\nFig.\u00a01. Water sources for supplying the town of \u0160umperk until 1970<\/h6>\n<\/a>\nObr. 2. Detail vzorku z jedlov\u00e9ho potrub\u00ed \u0161umpersk\u00e9ho vodovodu (\u0160perlichov\u00e1 M., \u010dervenec 2021)
\nFig.\u00a02. The sample from the fir pipe of the original \u0160umperk water pipeline<\/h6>\n<\/a>\nObr.\u00a03. \u0160umpersk\u00e1 vod\u00e1rna a\u00a0vodovodn\u00ed s\u00ed\u0165 s\u00a0hydranty v\u00a0roce 1883 (upraveno podle projektov\u00e9 dokumentace [8], topografick\u00fd podklad mapa III. vojensk\u00e9ho mapov\u00e1n\u00ed 1 : 25 000, 1886)
\nFig.\u00a03. \u0160umperk water plant and water supply network with hydrants in 1883 (modified according to project documentation, SOKa \u0160umperk, Topographic map of III. military mapping 1 : 25 000, 1886)<\/h6>\n<\/a>\nObr.\u00a04. Sou\u010dasn\u00e1 podoba b\u00fdval\u00e9 vod\u00e1rny se studnou (1), sekc\u00ed pro elektrick\u00e1 \u010derpadla (2) a\u00a0p\u016fvodn\u00ed strojovnou (3) (L\u00e9tal, kv\u011bten 2021)
\nFig. 4. Current appearance of the former water plant building with an indoor well section (1), the electric pump section (2) and the main engine room (3)<\/h6>\nTab. 1. P\u0159\u00edklady dopl\u0148kov\u00fdch sazeb vodn\u00e9ho stanoven\u00e9ho provozn\u00edm \u0159\u00e1dem\u00a0<\/em>\u0161umpersk\u00e9 m\u011bstsk\u00e9 vod\u00e1rny
\n<\/em>Tab. 1. Samples of additional water rates set by the operating rules\u00a0<\/em>of the \u0160umperk municipal water plant<\/em><\/h5>\n<\/a>\n
\n<\/em>Source: Adjusted according to [6]<\/em><\/span><\/p>\nEtapy roz\u0161i\u0159ov\u00e1n\u00ed m\u011bstsk\u00e9ho vodovodu z\u00a0roku 1883<\/h2>\n
Roz\u0161\u00ed\u0159en\u00ed vodovodu v\u00a0letech 1905\u20131906<\/h3>\n
<\/a>\nObr.\u00a05. Situa\u010dn\u00ed pl\u00e1n v\u00a0projektov\u00e9 dokumentaci vodovodu s\u00a0lokalizac\u00ed m\u011bstsk\u00e9 vod\u00e1rny se studnou [8]
\nFig.\u00a05. Situation plan of the water supply system with the location of the municipal water plant with a\u00a0well in the project documentation<\/h6>\n<\/a><\/h6>\nObr.\u00a06. Objekt p\u016fvodn\u00ed vod\u00e1rny na\u00a0projektov\u00e9 dokumentaci z\u00a0roku 1883 [8]
\nFig.\u00a06. Original water plant building on the project documentation from 1883<\/h6>\n<\/a><\/h6>\nObr.\u00a07. Uk\u00e1zka sumarizace provozn\u00ed evidence m\u011bstsk\u00e9 vod\u00e1rny za rok 1886 [8]
\nFig.\u00a07. The Operating records summary of the municipal water plant for the year 1886<\/h6>\nTab.\u00a02. V\u00fdvoj po\u010dtu obyvatel m\u011bsta \u0160umperk a\u00a0parametr\u016f vodovodn\u00ed s\u00edt\u011b \u0161umpersk\u00e9ho vodovodu
\n<\/em>Tab.\u00a02. \u0160umperk town population development with selected water supply network parameters<\/em><\/h5>\n<\/a>\n
\n<\/em>Source: Adjusted according to [9] and [6]
\n<\/em>* Rok, za kter\u00fd byly k\u00a0dispozici \u00fadaje (Year of the available data) <\/em><\/span><\/p>\n<\/a><\/em><\/p>\nObr.\u00a08. Sou\u010dasn\u00fd stav objekt\u016f studny II (vlevo) a\u00a0studny III (vpravo) m\u011bstsk\u00e9 vod\u00e1rny (L\u00e9tal, kv\u011bten 2021)
\nFig.\u00a08. Current state of the intake well No. 2 (left) and well No. 3 (right) for the municipal water plant<\/h6>\n<\/a>\nObr.\u00a09. Objekt b\u00fdval\u00e9 m\u011bstsk\u00e9 vodn\u00ed elektr\u00e1rny s\u00a0turb\u00ednov\u00fdm domkem (vpravo);\u2028odtokov\u00fd kan\u00e1l je nyn\u00ed zatrubn\u011bn (L\u00e9tal, kv\u011bten 2021)
\nFig.\u00a09. Building of the former municipal water power station with turbine house (right); the outflow channel was piped<\/h6>\nRoz\u0161\u00ed\u0159en\u00ed vodovodu v\u00a0roce 1915<\/h3>\n
Rekonstrukce vodovodu v obdob\u00ed 1931\u20131934 a v\u00fdvoj do roku 1945<\/h3>\n
<\/a>\nObr.\u00a010. Detail j\u00edmac\u00ed studny na prameni\u0161ti Lu\u017ee (L\u00e9tal, kv\u011bten 2021)
\nFig. 10. Detail of the intake well in the source area of the springs Lu\u017ee<\/h6>\n<\/a>\nObr.\u00a011. Detail objektu j\u00edmac\u00ed studny v\u00a0projektov\u00e9 dokumentaci [11]
\n<\/em>Fig.\u00a011. The intake well building plan in the project documentation<\/h6>\n<\/a>\nObr.\u00a012. P\u016fdorys pl\u00e1novan\u00e9ho dvoukomorov\u00e9ho vodojemu I\u00a0Vod\u00e1rka s\u00a0pl\u00e1novanou kapacitou 2 000 m3<\/sup>; realizov\u00e1na byla jen stavba prav\u00e9 komory o\u00a0objemu 1 000 m3<\/sup> [12]
\nFig.\u00a012. Ground plan of the planned two-chamber water reservoir No. 1 Vod\u00e1rka with a\u00a0planned capacity of 2 000 m3<\/sup>; only the right chamber with a\u00a0volume of 1 000 m3<\/sup> was built<\/h6>\n<\/a>\nObr.\u00a013. Pl\u00e1ny neutraliza\u010dn\u00ed jednotky\u00a0\u2013 sou\u010d\u00e1st pl\u00e1novan\u00e9ho vodojemu na Vod\u00e1rce [12]
\nFig.\u00a013. Plans of the neutralization facility\u00a0\u2013 part of the planned water reservoir No. 1<\/h6>\nV\u00fdvoj \u0161umpersk\u00e9ho vodovodu 1945\u20131968<\/h3>\n
Z\u00c1V\u011aR<\/h2>\n
Pod\u011bkov\u00e1n\u00ed<\/h3>\n
<\/h6>\n","protected":false},"excerpt":{"rendered":"