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</gmd:CI_OnlineResource>          </gmd:onLine>          <gmd:onLine>            <gmd:CI_OnlineResource>              <gmd:linkage>                <gmd:URL>https://webgis.adbpo.it/geoserver/ows</gmd:URL>              </gmd:linkage>              <gmd:protocol>                <gmx:Anchor xlink:href="http://www.opengis.net/def/serviceType/ogc/wfs">OGC Web Feature Service</gmx:Anchor>              </gmd:protocol>              <gmd:applicationProfile>                <gmx:Anchor xlink:href="http://inspire.ec.europa.eu/metadata-codelist/SpatialDataServiceType/download">Servizio di scaricamento</gmx:Anchor>              </gmd:applicationProfile>              <gmd:name>                <gco:CharacterString>geonode:iti021_p2_rp_vigente</gco:CharacterString>              </gmd:name>              <gmd:description>                <gmx:Anchor xlink:href="http://inspire.ec.europa.eu/metadata-codelist/OnLineDescriptionCode/accessPoint">access point</gmx:Anchor>              </gmd:description>           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       <gmd:value>                <gco:Record>                  <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>                        <gmd:CI_DateTypeCode codeList="http://standards.iso.org/ittf/PubliclyAvailableStandards/ISO_19139_Schemas/resources/Codelist/ML_gmxCodelists.xml#CI_DateTypeCode" codeListValue="publication">publication</gmd:CI_DateTypeCode>                      </gmd:dateType>                    </gmd:CI_Date>                  </gmd:date>                </gmd:CI_Citation>              </gmd:specification>              <gmd:explanation>                <gco:CharacterString>non valutato</gco:CharacterString>              </gmd:explanation>              <gmd:pass><gco:Boolean>true</gco:Boolean></gmd:pass>            </gmd:DQ_ConformanceResult>          </gmd:result>        </gmd:DQ_DomainConsistency>      </gmd:report>      <gmd:lineage>        <gmd:LI_Lineage>          <gmd:statement>            <gco:CharacterString>Nella UoM Reno il reticolo principale di pianura e reticolo secondario collinare e montano sono considerati appartenenti entrambi all’ambito dei corsi d’acqua naturali. Per il reticolo principale è stata utilizzata una modellistica idrologica ed idraulica completa. Nella modellazione idrologica, i valori delle portate di piena sono stati stimati mediante modelli idrologici afflussi–deflussi, regolarizzazioni statistiche delle serie storiche disponibili nelle stazioni di misura, metodi di regionalizzazione. Tali valori sono stati definiti nelle sezioni di chiusura dei bacini di monte e di valle ed in sezioni intermedie, laddove presenti confluenze, stazioni di misura, centri abitati significativi. Sul reticolo sono disponibili 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, generalmente in condizioni di moto vario, solo localmente modellazioni bidimensionali. La delimitazione per l’evento di scarsa probabilità rappresenta l’inviluppo di scenari riconducibili sia a fenomeni estremi sia a pericolosità idraulica residuale conseguente a rotture arginali. Per i fiumi arginati già nel primo ciclo, sono state delimitate le aree allagabili per scenari di media ed alta probabilità, anche a tergo dei rilevati arginati, con metodi semplificati che considerano i tratti maggiormente critici in quota e la geometria delle celle idrauliche retrostanti le arginature. Per il reticolo secondario collinare e montano le fonti dati sono: perimetrazioni delle aree in dissesto del PAI; studi di supporto alla pianificazione urbanistica/territoriale comunale e provinciale per l’adeguamento al PAI, nuove valutazioni specifiche. Sono state utilizzate metodologie di tipo semplificato basate su analisi geomorfologiche e storico-inventariali e solo localmente sono state condotte analisi idrologiche ed idrauliche di tipo monodimensionale.</gco:CharacterString>          </gmd:statement>        </gmd:LI_Lineage>      </gmd:lineage>    </gmd:DQ_DataQuality>  </gmd:dataQualityInfo>
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