. . . "Drainage gradient"@en . . . "\u0627\u0646\u062D\u062F\u0627\u0631 \u0627\u0644\u062A\u0635\u0631\u064A\u0641 (\u062F\u064A \u062C\u064A) \u0647\u0648 \u0645\u0635\u0637\u0644\u062D \u0645\u064F\u0633\u062A\u062E\u062F\u0645 \u0641\u064A \u062A\u0635\u0645\u064A\u0645 \u0627\u0644\u0637\u0631\u0642\u060C \u0648\u064A\u064F\u0639\u0631\u0651\u0641 \u0628\u0623\u0646\u0647 \u0627\u0644\u0627\u0646\u062D\u062F\u0627\u0631 \u0627\u0644\u0625\u062C\u0645\u0627\u0644\u064A \u0627\u0644\u0646\u0627\u062C\u0645 \u0639\u0646 \u0627\u0644\u0645\u064A\u0644 \u0627\u0644\u0639\u0631\u0636\u064A \u0648\u0627\u0644\u0645\u064A\u0644 \u0627\u0644\u0637\u0648\u0644\u064A \u0644\u0633\u0637\u062D \u0627\u0644\u0637\u0631\u064A\u0642. \u0639\u0644\u0649 \u0627\u0644\u0631\u063A\u0645 \u0645\u0646 \u0623\u0646 \u0627\u0633\u062A\u062E\u062F\u0627\u0645 \u0627\u0644\u0645\u0635\u0637\u0644\u062D \u063A\u064A\u0631 \u0645\u0631\u062C\u062D \u0641\u064A \u062A\u0635\u0645\u064A\u0645 \u0627\u0644\u0633\u0642\u0648\u0641 \u0648\u0639\u0645\u0627\u0631\u0629 \u062A\u0646\u0633\u064A\u0642 \u0627\u0644\u0645\u0648\u0627\u0642\u0639 \u0625\u0644\u0627 \u0623\u0646 \u0645\u0641\u0647\u0648\u0645\u0647 \u0627\u0644\u0639\u0627\u0645 \u0645\u0648\u062C\u0648\u062F \u0648\u064A\u064F\u0633\u062A\u062E\u062F\u0645 \u0641\u064A \u0639\u0645\u0644\u064A\u0629 \u0627\u0644\u062A\u0635\u0645\u064A\u0645. \u0625\u0630\u0627 \u0643\u0627\u0646 \u0627\u0646\u062D\u062F\u0627\u0631 \u0627\u0644\u062A\u0635\u0631\u064A\u0641 \u0642\u0644\u064A\u0644 \u062C\u062F\u064B\u0627\u060C \u0641\u0625\u0646 \u062A\u0635\u0631\u064A\u0641 \u0645\u064A\u0627\u0647 \u0627\u0644\u0623\u0645\u0637\u0627\u0631 \u0648\u0627\u0644\u0645\u064A\u0627\u0647 \u0627\u0644\u0630\u0627\u0626\u0628\u0629 \u0633\u064A\u0643\u0648\u0646 \u063A\u064A\u0631 \u0643\u0627\u0641. \u064A\u0624\u062F\u064A \u0647\u0630\u0627 \u0627\u0644\u0623\u0645\u0631 \u0625\u0644\u0649 \u062A\u0631\u0627\u0643\u0645 \u0627\u0644\u0645\u0627\u0621 \u0639\u0644\u0649 \u0633\u0637\u062D \u0627\u0644\u0637\u0631\u064A\u0642\u060C \u0648\u0628\u0627\u0644\u062A\u0627\u0644\u064A \u0632\u064A\u0627\u062F\u0629 \u062E\u0637\u0631 \u062D\u0648\u0627\u062F\u062B \u0627\u0644\u062A\u062D\u0644\u064A\u0642 \u0627\u0644\u0645\u0627\u0626\u064A \u0648\u062A\u0635\u0627\u062F\u0645 \u0627\u0644\u0645\u0631\u0643\u0628\u0627\u062A \u0628\u0633\u0628\u0628 \u0637\u0628\u0642\u0629 \u0627\u0644\u0631\u0635\u0641 \u0627\u0644\u0631\u0637\u0628\u0629."@ar . . "\u0627\u0646\u062D\u062F\u0627\u0631 \u0627\u0644\u062A\u0635\u0631\u064A\u0641"@ar . . . "14969770"^^ . . "Drainage gradient (DG) is a term in road design, defined as the combined slope due to road surface cross slope (CS) and longitudinal slope (hilliness). Although the term may not be used, the concept is also used in roof design and landscape architecture. If the drainage gradient is too low, rain and melt water drainage will be insufficient. This results in water pooling on the road surface, thereby increasing the risk for hydroplaning and wet-pavement vehicle crashes."@en . . . "1086468385"^^ . "Snedlutning \u00E4r kombinationen av lutningen i sidled och l\u00E4ngs med en v\u00E4g. Snedlutning (som \u00E4ven kallas resulterande fall) r\u00E4knas i formella termer som resultant till v\u00E4gytans tv\u00E4rfall och l\u00E4ngsg\u00E5ende gradient. F\u00F6r att inte vatten och slask (halkrisker) ska bli st\u00E5ende p\u00E5 v\u00E4gbanan, kr\u00E4vs att snedlutningen \u00E4r minst 0,5 %. Normalt \u00E4r snedlutningen minst 1,5 % p\u00E5 gamla v\u00E4gar och minst 2,5 % p\u00E5 nybyggda v\u00E4gar, genom v\u00E4gens tv\u00E4rfall. I kurvor kan snedlutningen bli \u00F6ver 6 %. Vid in- respektive utg\u00E5ng till ytterkurvor (v\u00E4nsterkurvor i f\u00E4rdriktningen) kan dock snedlutningen bli farligt n\u00E4ra 0 %, om skevnings\u00F6verg\u00E5ngen placerats i en sektion d\u00E4r v\u00E4gens l\u00E4ngsg\u00E5ende gradient \u00E4r n\u00E4ra 0 % (vilket den ofta \u00E4r). Ytterkurvor har d\u00E4rf\u00F6r systematisk risk f\u00F6r l\u00E5g snedlutning. Detta bidrar till att ytterkurvor \u00E4r 5\u20136 g\u00E5nger farligare \u00E4n innerkurvor, sett till utfall i d\u00F6dliga singelolyckor. L\u00E5g snedlutning \u00E4r s\u00E4rskilt farligt vid halt v\u00E4glag, s\u00E5 som efter underkylt regn, samt i kombination med sidkrafter och bromskrafter. Eftersom sidkrafter och bromskrafter f\u00F6rekommer systematiskt vid kurvtagning b\u00F6r skevnings\u00F6verg\u00E5ng med l\u00E5g snedlutning placeras l\u00E5ngt fr\u00E5n kurvan. Trafikverket i Sverige skriver ang\u00E5ende ett krav inf\u00F6rt \u00E5r 2012 att \"Skevnings\u00F6verg\u00E5ngar ska d\u00E4rf\u00F6r normalt inte placeras p\u00E5 str\u00E4ckor d\u00E4r l\u00E4ngslutningen \u00E4r mindre \u00E4n 0,5 %\"."@sv . "Drainage gradient (DG) is a term in road design, defined as the combined slope due to road surface cross slope (CS) and longitudinal slope (hilliness). Although the term may not be used, the concept is also used in roof design and landscape architecture. If the drainage gradient is too low, rain and melt water drainage will be insufficient. This results in water pooling on the road surface, thereby increasing the risk for hydroplaning and wet-pavement vehicle crashes."@en . . "Snedlutning"@sv . . . . "5595"^^ . . . "Snedlutning \u00E4r kombinationen av lutningen i sidled och l\u00E4ngs med en v\u00E4g. Snedlutning (som \u00E4ven kallas resulterande fall) r\u00E4knas i formella termer som resultant till v\u00E4gytans tv\u00E4rfall och l\u00E4ngsg\u00E5ende gradient. F\u00F6r att inte vatten och slask (halkrisker) ska bli st\u00E5ende p\u00E5 v\u00E4gbanan, kr\u00E4vs att snedlutningen \u00E4r minst 0,5 %. Normalt \u00E4r snedlutningen minst 1,5 % p\u00E5 gamla v\u00E4gar och minst 2,5 % p\u00E5 nybyggda v\u00E4gar, genom v\u00E4gens tv\u00E4rfall. I kurvor kan snedlutningen bli \u00F6ver 6 %. Vid in- respektive utg\u00E5ng till ytterkurvor (v\u00E4nsterkurvor i f\u00E4rdriktningen) kan dock snedlutningen bli farligt n\u00E4ra 0 %, om skevnings\u00F6verg\u00E5ngen placerats i en sektion d\u00E4r v\u00E4gens l\u00E4ngsg\u00E5ende gradient \u00E4r n\u00E4ra 0 % (vilket den ofta \u00E4r). Ytterkurvor har d\u00E4rf\u00F6r systematisk risk f\u00F6r l\u00E5g snedlutning. Detta bidrar till att ytterkurvor "@sv . . . . "Afschot is een bewust aangebrachte helling van een vlak of leiding, voor het doen af- of weglopen van vloeistof."@nl . . "Afschot (helling)"@nl . "Afschot is een bewust aangebrachte helling van een vlak of leiding, voor het doen af- of weglopen van vloeistof."@nl . . . . . 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