{"refrec":{"BRefID":392812,"RR":"<b>Verelst, K.; Visser, K.P.</b> (2024). Scheldebekken - Sigmaplan: overzicht ontwerp breuksteensorteringen. Versie 3.0. <i>WL Rapporten</i>, 21_066_1. Waterbouwkundig Laboratorium: Antwerpen. VI, 23 pp. <a href=\"https://dx.doi.org/10.48607/250\" target=\"_blank\">https://dx.doi.org/10.48607/250</a>","BEntID":390576,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 3.0. <i>WL Rapporten</i>, 21_066_1. Waterbouwkundig Laboratorium: Antwerpen.  VI, 23 pp. <a href=\"https://dx.doi.org/10.48607/250\" target=\"_blank\">https://dx.doi.org/10.48607/250</a>","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Verelst, K.; Visser, K.P.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Verelst, K.; Visser, K.P.","Englishabstract":null,"AbstractOtherLang":"De Vlaamse Waterweg Regio Centraal heeft aan het Waterbouwkundig Laboratorium gevraagd een overzicht &nbsp;te maken van de breuksteensorteringen die binnen verschillende projecten met betrekking tot het Sigmaplan zijn voorgesteld als dijk- of oeverbekleding. Voor dit overzicht worden niet enkel ontwerpen van een &nbsp;dijkbekleding beschouwd voor Scheldedijken, maar ook ontwerpen van een dijkbekleding voor ringdijken van &nbsp;gecontroleerde overstromingsgebieden met gereduceerd getij. Hiervoor zijn binnen WL en bij de &nbsp;projectleiders van De Vlaamse Waterweg Regio Centraal rapporten of rekennota’s van een twaalftal &nbsp;ontwerpstudies opgevraagd. Hierbij wordt opgemerkt dat de focus van dit rapport de voorgestelde &nbsp;breuksteensortering betreft en dat alternatieve bekledingen die in de verschillende ontwerpstudies &nbsp;voorgesteld zijn, niet beschouwd zijn.<br>Voor deze verschillende ontwerpstudies is eerst een overzicht gegeven van de toegepaste hydraulische &nbsp;randvoorwaarden en de op basis daarvan voorgestelde breuksteensorteringen. Met betrekking tot de &nbsp;voorgestelde breuksteensorteringen in de Zeeschelde zelf wordt vastgesteld dat in het afwaartse gedeelte &nbsp;van de Zeeschelde, in de zone tussen Fort Lillo en Liefkenshoek, golfklap ten gevolge van windgolven de &nbsp;maatgevende hydraulische belasting is. In het meer opwaartse gedeelte van de Schelde zijn de windgolven &nbsp;eerder beperkt en is vooral de stroming in de Schelde de maatgevende hydraulische belasting. Onder invloed &nbsp;van golfklap ten gevolge van windgolven worden beduidend hogere breuksteendiameters bepaald dan volgt &nbsp;uit de dimensionering onder invloed van stroming in de Schelde. Wat betreft de dimensionering onder &nbsp;invloed van stroming in de Schelde volgt voor bijna alle gedeelten van de Schelde eenzelfde maatgevende &nbsp;stroomsnelheid. Echter, de voorgestelde breuksteensortering is niet dezelfde voor al deze gedeelten van de &nbsp;Schelde. Dit kan verklaard worden door de verschillende lokale condities. In sommige studiegebieden wordt &nbsp;de stroomsnelheid nog vermenigvuldigd met een verhogingsfactor/krommingscoëfficiënt omwille van de &nbsp;ligging in een bocht, bij andere studiegebieden is de turbulentie verhoogd om invloed van palen in de Schelde &nbsp;in rekening te brengen, geeft een beduidend lagere waterdiepte aanleiding tot grotere breuksteensortering &nbsp;of worden beduidend grotere breuksteensortering berekend omwille van de grotere stroomsnelheden ten &nbsp;gevolge van hoofdschroef en boegschroef van voorbijvarende schepen.<br>Met betrekking tot de breuksteensorteringen voorgesteld voor de ringdijken van GOG-GGG gebieden wordt &nbsp;vastgesteld dat golfklap ten gevolge van windgolven de maatgevende hydraulische belasting is boven &nbsp;golfoploop ten gevolge van windgolven en langsstroming. De berekende golfhoogte is afhankelijk van de &nbsp;grootte van het gebied en de oriëntatie van de ringdijk, maar ook van het type gebied. De voorgestelde &nbsp;breuksteensortering die aan de hand van deze golfhoogtes berekend wordt is hierbij ook zeer sterk &nbsp;afhankelijk van de taludhelling van de ringdijk. Bij een steilere taludhelling worden beduidend hogere &nbsp;breuksteensorteringen voorgesteld.<br>Daarnaast zijn nog enkele opmerkingen met betrekking tot de bepaling van de hydraulische belastingen en &nbsp;de dimensionering van de breuksteenbekleding geformuleerd.","BibLvlCode":"MS","StandardTitle":"Scheldebekken - Sigmaplan: overzicht ontwerp breuksteensorteringen","OrigTitleLangCode":"nl","OrigTitleLangCodeExtended":"dut","OrigTitleLangID":41,"DateLastModified":{"date":"2026-04-17 01:41:05.351938","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"Sigmaplan","OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":2024,"DateUpdate":"2024-06-21","DateCreate":"2024-06-18","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":{"MonID":392812,"ISBN":null,"PubliDate":2024,"IssueDate":null,"Volume":"21_066_1","Issue":null,"Pagination":"VI, 23","Place":"Antwerpen","Edition":"Versie 3.0","BRefXtra":null,"BRefXtraRR":null,"SerID":24938,"SerRR":"WL Rapporten. 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