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13th August 2007. 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13th August 2007. Prikazujejo pregled obremenitve okolja s hrupom na posameznem območju oziroma oceno izpostavljenosti prebivalstva hrupu zaradi obratovanja različnih virov hrupa. Strateške karte hrupa na obravnavanem območju so grafičen prikaz prostorske porazdelitve hrupa v pasovih po 5 dB(A). Ravni hrupa so izražene v obliki kazalcev hrupa Ldvn in Lnoč na relativni višini 4 m nad tlemi, različne barve na kartah hrupa pa predstavljajo različne dolgoročne povprečne ravni hrupa, od območij z visokimi ravnmi hrupa - modra barva do območij z nizkimi ravnmi hrupa - zelene barva.Skladno z določili zakonodaje so bile v II. fazi izdelave strateških kart hrupa v letu 2012 izdelane karte hrupa za: · odseke pomembnih cest z več kot 3 milijone prevozov vozil letno,· odseke pomembnih železniških prog z več kot 30.000 prevozov vlakov letno,· poselitvena območja z več kot 100.000 prebivalcev, ki ločeno obravnavajo hrupo cestnega prometa,o železniškega prometa in hrupo naprav, katerih obratovanje zaradi izvajanja industrijske dejavnosti povzroča v okolju stalen ali občasen hrup in jih uvrščamo med IPPC naprave.", "geometryType": "esriGeometryPolygon", "sourceSpatialReference": { "wkid": 3794, "latestWkid": 3794 }, "copyrightText": "Agencija RS za okolje", "parentLayer": null, "subLayers": 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CLC - spremembe 2006-2012 sta dva izmed podatkovnih nizov proizvedenih v okviru začetnih operativnih aktivnosti programa Copernicus (Evropski program za opazovanje Zemlje, prej znan kot GMES) za spremljanje površja. Corine Land Cover (CLC ) zagotavlja konsistentne informacije o pokrovnosti in spremembah pokrovnosti tal po vsej Evropi. Začel se je leta 1985 (referenčno leto 1990, za Slovenijo 1995) ter vzpostavil časovno vrsto informacij o pokrovnosti s posodobitvami v letih 2000, 2006 in 2012. Produkti CLC temeljijo na fotointerpretaciji satelitskih posnetkov, ki jo izvedejo ekipe strokovnjakov sodelujočih držav (to so članice in sodelujoče države Evropske agencije za okolje) - po standardni metodologiji in nomenklaturi z naslednjimi osnovnimi parametri: 44 razredov (v Sloveniji prisotnih 34) v treh hierarhičnih ravneh po Corine nomenklaturi; najmanjša enota kartiranja (MMU) za sloje stanja je 25 hektarjev; najmanjša širina linearnih elementov je 100 metrov; najmanjša enota kartiranja (MMU) za spremembe pokrovnosti (LCC) za sloje sprememb je 5 hektarjev. Izdelane državne evidence so nato vključene v celostno karto pokrovnosti tal Europe. Podatki o pokrovnost in rabi tal (LCLU) so pomembni ne samo za raziskave o spremembah površja, ampak tudi širše za spremljanje okoljskih sprememb, podporo politikam, oblikovanje okoljskih kazalcevin poročanje. CLC podatkovni nizi zagotavljajo pomembne podatke za podporo izvajanja ključnih prednostnih področjih Okoljskih akcijskih programov Evropske unije kot je zaščita ekosistemov, zaustavitev izgube biotske raznovrstnosti, sledenje vplivom podnebnih sprememb, ocenjevanje razvoja kmetijstva in izvajanju okvirne direktive EU o vodah id drugih. 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Digitalna pedološka karta (DPK250) je računalniško podprt dokument, ki omogoča uporabo in vrednotenja z računalniškimi postopki, načini in orodji geografskih informacijskih sistemov (GIS). GIS baza podatkov tal predstavlja vir podatkov, ki je za mnoge prostorske analize in načrtovanje nujno potreben.DPK250 je generalizirana pedološka karta iz podatkov osnovne pedološke karte v merilu 1:25 000 (DPK25). Pedološko rekartiranje in digitalizacijoDPK25je financiralo Ministrstvo za kmetijstvo, gozdarstvo in prehrano (št. pogodbe 403-155/92). Projekt je bil končanin predan naročnikumaja 1999.Izvajalec, Center za pedologijo in varstvo okolja na Biotehniški fakulteti, podatke o tleh dopolnjuje, hrani in vzdržujeiz lastnih sredstev in odleta 2004tudi s sofinanciranjem v okviruMreže raziskovalnihinfrastrukturnih centrov Univerze v Ljubljani (MRIC UL) \u2013 Infrastrukturni center za pedologijo in varstvo okolja (ICPVO).", "geometryType": "esriGeometryPolygon", "sourceSpatialReference": { "wkid": 3794, "latestWkid": 3794 }, "copyrightText": "TIS/ICPVO - Infrastrukturni center za pedologijo in varstvo okolja, Biotehniška fakulteta, Univerza v Ljubljani, Ljubljana 1999-2010", "parentLayer": null, "subLayers": [], "minScale": 1000000, "maxScale": 55000, "drawingInfo": { "renderer": { "type": "uniqueValue", "field1": "PKE250", "field2": null, "field3": null, "defaultSymbol": null, "defaultLabel": null, "uniqueValueInfos": [ { "symbol": { "type": "esriPFS", "url": "507e909dbb299ff9c48c3c01049953ea", "imageData": 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Digitalna pedološka karta je računalniško podprt dokument, ki omogoča uporabo in vrednotenja z računalniškimi postopki, načini in orodji geografskih informacijskih sistemov (GIS). GIS baza podatkov tal predstavlja vir podatkov, ki je za mnoge prostorske analize in načrtovanje nujno potreben.Pedološko rekartiranje in digitalizacijoje financiralo Ministrstvo za kmetijstvo, gozdarstvo in prehrano (št. pogodbe 403-155/92). Projekt je bil končanin predan naročnikumaja 1999.Izvajalec, Center za pedologijo in varstvo okolja na Biotehniški fakulteti, podatke o tleh dopolnjuje, hrani in vzdržujeiz lastnih sredstev in odleta 2004tudi s sofinanciranjem v okviruMreže raziskovalnihinfrastrukturnih centrov Univerze v Ljubljani(MRIC UL)\u2013 Infrastrukturnicenter za pedologijo in varstvo okolja (ICPVO).Podatkovni niz prikazujetudiefektivno poljsko kapaciteto (EPK) tal za vodo. EPK je tista količina vode ki v tleh ostane po gravitacijskem odtoku in je rastlinam dostopna (voda v tleh je vezana s silo od 0,33 do 15 bar). Podatki so izračunani iz pedoloških lastnosti (tekstura, delež organske snovi, dejanska globina tal, delež skeleta) posameznih talnih sistematskih enot. 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"units": "esriMeters" }, "dateFieldsTimeReference": null, "supportsCoordinatesQuantization": true, "serviceItemId": "2f6f4a1e6a76463fbe4a3fbf6d7913b5" }, { "currentVersion": 10.91, "id": 183, "name": "lay_PODN_SNEG_OBTEZ_CONE", "type": "Feature Layer", "description": "Karta je podlaga nacionalnega dodatka k evropskim standardom za gradbene konstrukcije (EVROKOD 1) - Vplivi na konstrukcijeNa podlagi standardov EN 1991-1-3 smo se odločili, da zaradi primerljivosti rezultatov tudi za Slovenijo prikažemo prostorsko porazdelitev snežne obtežbe kot območja enotnega porasta snežne obtežbe z višino. Glede na analize snežne obtežbe lahko Slovenijo razdelimo v predlagane klimatske regije, ki so že bile določene za ostale evropske države. Večino države lahko uvrstimo v Alpsko regijo, izjema je le ozek pas, ki se razteza od obale preko Krasa, Vipavske doline in Brd, ki ga po snežnih karakteristikah uvrščamo v Mediteransko regijo. Meja med klimatskima regijama je bila določena na objektiven način in sicer na podlagi gradientov ekstremnih snežnih obtežb s povratno dobo 50 let. V Sloveniji se snežna obtežba spreminja s kvadratom nadmorske višine. Zato smo za posamezne klimatske regije lahko privzeli enake empirične zveze za spremembo snežne obtežbe z nadmorsko višino kot sosednje države. To je iz vidika primerljivosti rezultatov najboljša rešitev. Skrajšane zveze za posamezne regije so naslednje: \tALPSKA REGIJA 1\t\ts = 0,651*[1 + (A/728)*(A/728)] \tALPSKA REGIJA 2\t\ts = 1,293*[1 + (A/728)*(A/728)] \tALPSKA REGIJA 3\t\ts = 1,935*[1 + (A/728)*(A/728)] \tALPSKA REGIJA 4\t\ts = 2,898*[1 + (A/728)*(A/728)] \tMEDITERANSKA REGIJA 1\ts = 0,289*[1 + (A/452)*(A/452)]Za vsako postajo smo iz 50 letne povratne dobe karakteristične snežne obtežbe izračunali število cone, ki pa razumljivo ni bilo celo število. V naslednjem koraku smo izračunali prostorsko porazdelitev tega števila in sicer z metodo univerzalnega kriginga, kjer smo upoštevali tudi odvisnost od geografskih spremenljivk. Končna karta con z enakim porastom snežne obtežbe z višino je bila izračunana na podlagi prostorske porazdelitve števila Z. 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hitrosti. Definicija projektne hitrosti je naslednja: Projektna hitrost (angl. the fundamental value of the basic wind velocity vb,0): 10-minutna povprečna hitrost vetra s povratno dobo 50 let na višini 10 m nad površino nad ravnim odprtim terenom z nizkim rastjem, dovolj daleč od vetrnih ovir, neodvisna od smeri in letne dobe.RezultatiZaradi večje preglednosti smo se odločili združiti območje visokogorja z območjem večine Slovenije. V večini Slovenije je tako projektna hitrost enaka 20 m/s. To velja do nadmorske višine 800 m, ko se pojavijo korekcije, ki jih opisujemo v nadaljevanju.Cone projektne hitrosti so tri:Cona 1: projektna hitrost 20 m/s do nadmorske višine 800 m, 25 m/s za nadmorsko višino med 800 in 1600 m, 30 m/s za nadmorsko višino med 1600 m in 2000 m ter nad 30 m/s (npr. 40 m/s) za nadmorsko višino nad 2000 m.Cona 2: projektna hitrost 25 m/s. Zaobjema območje fena pod Kamniško-Savinjskimi Alpami in območje Trnovskega gozda ter Notranjske. 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