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        <gco:Real>25.0</gco:Real>                </gco:Record>              </gmd:value>            </gmd:DQ_QuantitativeResult>          </gmd:result>        </gmd:DQ_AbsoluteExternalPositionalAccuracy>      </gmd:report>      <gmd:report>        <gmd:DQ_DomainConsistency>          <gmd:result>            <gmd:DQ_ConformanceResult>              <gmd:specification>                <gmd:CI_Citation>                  <gmd:title>                    <gco:CharacterString>REGOLAMENTO (UE) N. 1089/2010 DELLA COMMISSIONE del 23 novembre 2010 recante attuazione della direttiva 2007/2/CE del Parlamento europeo e del Consiglio per quanto riguarda l'interoperabilità dei set di dati territoriali e dei servizi di dati territoriali</gco:CharacterString>                  </gmd:title>                  <gmd:date>                    <gmd:CI_Date>                      <gmd:date>                        <gco:Date>2010-12-08</gco:Date>                      </gmd:date>                      <gmd:dateType>       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Per la modellazione idrologica, i valori delle portate di piena sono stati stimati con diverse metodologie: modelli idrologici afflussi–deflussi, regolarizzazioni statistiche delle serie storiche nelle stazioni di misura, metodi di regionalizzazione. Tali valori sono definiti nelle sezioni di chiusura dei bacini di monte e di valle ed in alcune sezioni intermedie, laddove presenti confluenze, stazioni di misura, centri abitati significativi. Sono disponibili anche le onde di piena e le stime dei volumi per i diversi Tr di riferimento. Per la modellazione idraulica sono disponibili modellazioni monodimensionali a livello di intera asta fluviale, generalmente in condizioni di moto vario, solo localmente modellazioni bidimensionali. Vi sono rilievi topografici delle sezioni trasversali e dei manufatti di attraversamento, considerati nelle modellazioni. Dal 2008 sono stati effettuati rilievi laser scanner, che hanno restituito DTM di elevata risoluzione lungo quasi l’intero reticolo principale. La delimitazione delle aree inondabili per i livelli di piena stimati è effettuata in modo continuo sulle aste fluviali mediante: interpolazione su carte tecniche e ortofoto dei punti estremi di allagamento sulle sezioni trasversali; utilizzo della mappa di soggiacenza elaborata tramite l’intersezione GIS fra DEM liquido e DTM; utilizzo di modellazioni bidimensionali. Si è tenuto conto degli effetti dei principali eventi alluvionali del passato. La delimitazione delle aree allagabili per l’evento di scarsa probabilità rappresenta l’inviluppo di diversi scenari di allagamento dovuti a fenomeni estremi e a pericolosità idraulica residuale conseguente a rotture arginali. Nel caso dei fiumi arginati, il limite delle aree inondabili per lo scenario di piena di media probabilità è posto in corrispondenza del tracciato dei rilevati arginali.</gco:CharacterString>          </gmd:statement>        </gmd:LI_Lineage>      </gmd:lineage>    </gmd:DQ_DataQuality>  </gmd:dataQualityInfo>
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