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        <Title><![CDATA[Flomsone_10arsflom]]></Title>
        <Abstract><![CDATA[Data som viser den geografiske utbredelsen av en statistisk beregnet 10-års flom]]></Abstract>
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        <Abstract><![CDATA[Temaet viser flomvannstandskonturer for flommer med ulike gjentaksintervaller. Flomvanstandskonturer er beregnet fra en raster med flomvannstander som er resultatet av en 2D hydraulisk model.]]></Abstract>
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En flomsoneanalyse består av 4 hoveddeler: flomfrekvensanalyse, vannlinjeberegning,terrengmodellering, flomsoneanalyse.

Flomfrekvensanalyse: Det er beregnet vannføring for syv statistiske flommer ut fra feltkarakteristika og historiske måledata for vannføring og vannstand. Flommene har gjentaksintervall 10, 20, 50, 100, 200, 500 og 1000 år. I tillegg legges det et pålegg på 200-års flommen for å ta høyde for klimaendring. Vannlinjeberegning: Det er gjort en hydraulisk modellering av vassdraget for å overføre beregnet vannføring til vannstand i de oppmålte tverrprofilene. Terrengmodellering: LAS data brukes for å lage en grid terrengmodell  med oppløsning 2x2 meter og vertikal nøyaktighet på +/- 15cm. Før LAS bruktes det  Høydekurver med 1 meters ekvidistanse, terrenglinjer, terrengpunkter, detaljert høyde fra jernbane, vann- og veitema og oppmålte flomverk er brukt som input i et TIN. TIN-modellen er så gjort om til et grid med oppløsning 5x5 meter og vertikal nøyaktighet på +/- 30cm. Flomsoneanalyse: Det interpoleres en flomflate utspent av tverrprofilene ut fra de beregnede vannstandene i hvert profil. Flomutsatt areal finnes ved å sammenligne flomflate med terrengmodell. Resultatet generaliseres og kobles med vanntema.]]></Abstract>
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