Scenario berekeningen Provincie Fryslân afgerond.

De opdracht van de Provincie Provincie Fryslân is afgerond (Scenario berekeningen grondwatermodel Van Oordt's Mersken - De Dulf). Leuke resultaten, bijvoorbeeld de GxG's in het scenario 'semi-historische situatie' en de berekende snelheid van de maaivelddaling door veenoxidatie (zie plaatjes hieronder).

Maar belangrijker: een tevreden opdrachtgever!

Wilt u worden geattendeerd op nieuwe posts? Laat het hier weten!

Featured Posts

Gebruik van pilot points als een methode om de hydraulische eigenschappen van de ondergrond te karak

Parameters in modellen zijn altijd onzeker. Wat betekent dit voor de modeluitkomsten?

{"items":["5fda9088b64f5f0017de2258","5fda9088b64f5f0017de225a"],"styles":{"galleryType":"Strips","groupSize":1,"showArrows":true,"cubeImages":true,"cubeType":"fill","cubeRatio":"100%/100%","isVertical":false,"gallerySize":30,"collageDensity":0.8,"groupTypes":"1","oneRow":true,"imageMargin":0,"galleryMargin":0,"scatter":0,"rotatingScatter":"","chooseBestGroup":true,"smartCrop":false,"hasThumbnails":false,"enableScroll":true,"isGrid":false,"isSlider":false,"isColumns":false,"isSlideshow":true,"cropOnlyFill":false,"fixedColumns":1,"enableInfiniteScroll":true,"isRTL":false,"minItemSize":120,"rotatingGroupTypes":"","rotatingCropRatios":"","columnWidths":"","gallerySliderImageRatio":1.7777777777777777,"numberOfImagesPerRow":3,"numberOfImagesPerCol":1,"groupsPerStrip":0,"borderRadius":0,"boxShadow":0,"gridStyle":0,"mobilePanorama":false,"placeGroupsLtr":false,"viewMode":"preview","thumbnailSpacings":4,"galleryThumbnailsAlignment":"bottom","isMasonry":false,"isAutoSlideshow":true,"slideshowLoop":false,"autoSlideshowInterval":3,"bottomInfoHeight":0,"titlePlacement":"SHOW_ON_HOVER","galleryTextAlign":"center","scrollSnap":true,"itemClick":"nothing","fullscreen":true,"videoPlay":"hover","scrollAnimation":"NO_EFFECT","slideAnimation":"SCROLL","scrollDirection":1,"scrollDuration":400,"overlayAnimation":"FADE_IN","arrowsPosition":0,"arrowsSize":18,"watermarkOpacity":40,"watermarkSize":40,"useWatermark":true,"watermarkDock":{"top":"auto","left":"auto","right":0,"bottom":0,"transform":"translate3d(0,0,0)"},"loadMoreAmount":"all","defaultShowInfoExpand":1,"allowLinkExpand":true,"expandInfoPosition":0,"allowFullscreenExpand":true,"fullscreenLoop":false,"galleryAlignExpand":"left","addToCartBorderWidth":1,"addToCartButtonText":"","slideshowInfoSize":160,"playButtonForAutoSlideShow":false,"allowSlideshowCounter":false,"hoveringBehaviour":"NEVER_SHOW","thumbnailSize":120,"magicLayoutSeed":1,"imageHoverAnimation":"NO_EFFECT","imagePlacementAnimation":"NO_EFFECT","calculateTextBoxWidthMode":"PERCENT","textBoxHeight":0,"textBoxWidth":200,"textBoxWidthPercent":50,"textImageSpace":10,"textBoxBorderRadius":0,"textBoxBorderWidth":0,"loadMoreButtonText":"","loadMoreButtonBorderWidth":1,"loadMoreButtonBorderRadius":0,"imageInfoType":"ATTACHED_BACKGROUND","itemBorderWidth":0,"itemBorderRadius":0,"itemEnableShadow":false,"itemShadowBlur":20,"itemShadowDirection":135,"itemShadowSize":10,"imageLoadingMode":"BLUR","expandAnimation":"NO_EFFECT","imageQuality":90,"usmToggle":false,"usm_a":0,"usm_r":0,"usm_t":0,"videoSound":false,"videoSpeed":"1","videoLoop":true,"jsonStyleParams":"","gallerySizeType":"px","gallerySizePx":220,"allowTitle":true,"allowContextMenu":true,"textsHorizontalPadding":-30,"showVideoPlayButton":true,"galleryLayout":5,"targetItemSize":220,"selectedLayout":"5|bottom|1|fill|false|1|true","layoutsVersion":2,"selectedLayoutV2":5,"isSlideshowFont":true,"externalInfoHeight":0,"externalInfoWidth":0},"container":{"width":220,"height":284,"galleryWidth":220,"galleryHeight":123,"scrollBase":0}}

Neerslagoverschot is onbelangrijk bij de kalibratie van een grondwatermodel

Gebruik van pilot points als een methode om de hydraulische eigenschappen van de ondergrond te karak

De weergave van grondwaterstanden

Parameters in modellen zijn altijd onzeker. Wat betekent dit voor de modeluitkomsten?

Afvoervoorspelling met Walrus in niet homogene stroomgebieden?

Model Calibration and Predictive Uncertainty Analysis (The University of Southampton, UK)

Tijdsafhankelijk modelleren in een keileemgebied: uitdagend

Scenario berekeningen Provincie Fryslân afgerond.

IDO-Doesburg samenwerkingspartner ATENSUS

{"items":["5fda9088b64f5f0017de2256","5fda9088b64f5f0017de2258","5fda9088b64f5f0017de225b","5fda9088b64f5f0017de225a","5fda9088b64f5f0017de2259","5fda9088b64f5f0017de2254","5fda9088b64f5f0017de2257","5fda9088b64f5f0017de2255","5fda9088b64f5f0017de2253"],"styles":{"galleryType":"Columns","groupSize":1,"showArrows":true,"cubeImages":true,"cubeType":"max","cubeRatio":1.7777777777777777,"isVertical":true,"gallerySize":30,"collageAmount":0,"collageDensity":0,"groupTypes":"1","oneRow":false,"imageMargin":5,"galleryMargin":0,"scatter":0,"rotatingScatter":"","chooseBestGroup":true,"smartCrop":false,"hasThumbnails":false,"enableScroll":true,"isGrid":true,"isSlider":false,"isColumns":false,"isSlideshow":false,"cropOnlyFill":false,"fixedColumns":0,"enableInfiniteScroll":true,"isRTL":false,"minItemSize":50,"rotatingGroupTypes":"","rotatingCropRatios":"","columnWidths":"","gallerySliderImageRatio":1.7777777777777777,"numberOfImagesPerRow":3,"numberOfImagesPerCol":1,"groupsPerStrip":0,"borderRadius":0,"boxShadow":0,"gridStyle":0,"mobilePanorama":false,"placeGroupsLtr":true,"viewMode":"preview","thumbnailSpacings":4,"galleryThumbnailsAlignment":"bottom","isMasonry":false,"isAutoSlideshow":false,"slideshowLoop":false,"autoSlideshowInterval":4,"bottomInfoHeight":0,"titlePlacement":["SHOW_ON_THE_RIGHT","SHOW_BELOW"],"galleryTextAlign":"center","scrollSnap":false,"itemClick":"nothing","fullscreen":true,"videoPlay":"hover","scrollAnimation":"NO_EFFECT","slideAnimation":"SCROLL","scrollDirection":0,"scrollDuration":400,"overlayAnimation":"FADE_IN","arrowsPosition":0,"arrowsSize":23,"watermarkOpacity":40,"watermarkSize":40,"useWatermark":true,"watermarkDock":{"top":"auto","left":"auto","right":0,"bottom":0,"transform":"translate3d(0,0,0)"},"loadMoreAmount":"all","defaultShowInfoExpand":1,"allowLinkExpand":true,"expandInfoPosition":0,"allowFullscreenExpand":true,"fullscreenLoop":false,"galleryAlignExpand":"left","addToCartBorderWidth":1,"addToCartButtonText":"","slideshowInfoSize":200,"playButtonForAutoSlideShow":false,"allowSlideshowCounter":false,"hoveringBehaviour":"NEVER_SHOW","thumbnailSize":120,"magicLayoutSeed":1,"imageHoverAnimation":"NO_EFFECT","imagePlacementAnimation":"NO_EFFECT","calculateTextBoxWidthMode":"PERCENT","textBoxHeight":26,"textBoxWidth":200,"textBoxWidthPercent":65,"textImageSpace":10,"textBoxBorderRadius":0,"textBoxBorderWidth":0,"loadMoreButtonText":"","loadMoreButtonBorderWidth":1,"loadMoreButtonBorderRadius":0,"imageInfoType":"ATTACHED_BACKGROUND","itemBorderWidth":0,"itemBorderRadius":0,"itemEnableShadow":false,"itemShadowBlur":20,"itemShadowDirection":135,"itemShadowSize":10,"imageLoadingMode":"BLUR","expandAnimation":"NO_EFFECT","imageQuality":90,"usmToggle":false,"usm_a":0,"usm_r":0,"usm_t":0,"videoSound":false,"videoSpeed":"1","videoLoop":true,"jsonStyleParams":"","gallerySizeType":"px","gallerySizePx":1000,"allowTitle":true,"allowContextMenu":true,"textsHorizontalPadding":-30,"itemBorderColor":{"themeName":"color_12","value":"rgba(221,221,221,0)"},"showVideoPlayButton":true,"galleryLayout":2,"calculateTextBoxHeightMode":"MANUAL","targetItemSize":1000,"selectedLayout":"2|bottom|1|max|true|0|true","layoutsVersion":2,"selectedLayoutV2":2,"isSlideshowFont":true,"externalInfoHeight":26,"externalInfoWidth":0.65},"container":{"width":220,"galleryWidth":225,"galleryHeight":0,"scrollBase":0,"height":null}}

Search By Tags

No tags yet.

IDO-Doesburg B.V.

Scenario berekeningen Provincie Fryslân afgerond.

Wilt u worden geattendeerd op nieuwe posts? Laat het hier weten!

Featured Posts

Gebruik van pilot points als een methode om de hydraulische eigenschappen van de ondergrond te karak

Parameters in modellen zijn altijd onzeker. Wat betekent dit voor de modeluitkomsten?

Recent Posts

Neerslagoverschot is onbelangrijk bij de kalibratie van een grondwatermodel

Gebruik van pilot points als een methode om de hydraulische eigenschappen van de ondergrond te karak

De weergave van grondwaterstanden

Parameters in modellen zijn altijd onzeker. Wat betekent dit voor de modeluitkomsten?

Afvoervoorspelling met Walrus in niet homogene stroomgebieden?

Model Calibration and Predictive Uncertainty Analysis (The University of Southampton, UK)

Tijdsafhankelijk modelleren in een keileemgebied: uitdagend

Scenario berekeningen Provincie Fryslân afgerond.

IDO-Doesburg samenwerkingspartner ATENSUS

Archive

Search By Tags

Follow Us