File list
This special page shows all uploaded files.
| Date | Name | Thumbnail | Size | User | Description | Versions |
|---|---|---|---|---|---|---|
| 17:43, 2 November 2016 | FigHuib7.jpg (file) |  |
105 KB | Dronkers J | Poplar tree channel network structure. | 1 |
| 17:42, 2 November 2016 | FigHuib6.jpg (file) |  |
72 KB | Dronkers J | Delft3D set-up and result. | 1 |
| 17:41, 2 November 2016 | FigHuib5.jpg (file) |  |
126 KB | Dronkers J | ESTMORF set-up and Frisian Inlet result. | 1 |
| 17:40, 2 November 2016 | FigHuib4.jpg (file) |  |
71 KB | Dronkers J | ASMITA set-up and Wadden Sea result. | 1 |
| 17:39, 2 November 2016 | FigHuib3.jpg (file) |  |
52 KB | Dronkers J | Model set-up Venice lagoon and result. | 1 |
| 17:35, 2 November 2016 | FigHuib2.jpg (file) |  |
119 KB | Dronkers J | Apple tree channel network structure. | 1 |
| 17:33, 2 November 2016 | FigHuib1.jpg (file) |  |
209 KB | Dronkers J | Northwest European Wadden Sea. | 1 |
| 10:34, 17 October 2016 | MehtaFig16.jpg (file) |  |
130 KB | Dronkers J | Sedimentation in a boat basin: (a) Depths in the basin relative to MSL, (b) simulated sediment influx over 30 days. | 1 |
| 10:32, 17 October 2016 | MehtaFig15.jpg (file) |  |
79 KB | Dronkers J | Dependence of fluid mud entrainment flux on wet bulk density. | 1 |
| 10:29, 17 October 2016 | MehtaFig14.jpg (file) |  |
132 KB | Dronkers J | Development of bimodal macrofloc diameter distribution from uniform microflocs. | 1 |
| 10:26, 17 October 2016 | MehtaFig13.jpg (file) |  |
122 KB | Dronkers J | Relationship between bed floc erosion shear strength and viscoplastic yield stress. | 1 |
| 10:24, 17 October 2016 | MehtaFig12.jpg (file) |  |
243 KB | Dronkers J | Characteristic shear stresses defined by their relationship to floc/particle diameter. | 1 |
| 10:21, 17 October 2016 | MehtaFig11.jpg (file) |  |
178 KB | Dronkers J | Relationship between bed floc erosion shear strength and viscoplastic yield stress. | 1 |
| 10:17, 17 October 2016 | MehtaTable2.jpg (file) |  |
149 KB | Dronkers J | Erosion flux equations. | 1 |
| 10:13, 17 October 2016 | MehtaFig10.jpg (file) |  |
107 KB | Dronkers J | Erosion flux against bed shear stress. | 1 |
| 10:09, 17 October 2016 | MehtaFig9.jpg (file) |  |
136 KB | Dronkers J | Deposition flux of flocculated sediment from the San Francisco Bay tested in a flume. | 1 |
| 10:07, 17 October 2016 | MehtaFig8.jpg (file) |  |
97 KB | Dronkers J | Schematic of transport of cohesionless bed material in turbulent flow along a channel reach. | 1 |
| 10:05, 17 October 2016 | MehtaFig7.jpg (file) |  |
109 KB | Dronkers J | Yield stress variation with floc volume fraction for the Gironde sediment. | 1 |
| 10:03, 17 October 2016 | MehtaFig6.jpg (file) |  |
73 KB | Dronkers J | Layered structure of flocculated sediment in water and in the bed. | 1 |
| 10:01, 17 October 2016 | MehtaFig5.jpg (file) |  |
155 KB | Dronkers J | Settling velocity as a function of volume fraction. | 1 |
| 09:59, 17 October 2016 | MehtaFig4.jpg (file) |  |
166 KB | Dronkers J | Variation of floc settling velocity with shear rate and volume fraction. | 1 |
| 09:55, 17 October 2016 | MehtaFig3.jpg (file) |  |
188 KB | Dronkers J | Variation of floc settling velocity with volume fraction and shear rate. | 1 |
| 09:48, 17 October 2016 | MehtaFig1.jpg (file) |  |
213 KB | Dronkers J | Particle diameter as a function of settling velocity. | 1 |
| 09:44, 17 October 2016 | MehtaTable1.jpg (file) |  |
74 KB | Dronkers J | Particle classifications by property. | 1 |
| 21:28, 15 October 2016 | HuibScheme.jpg (file) |  |
38 KB | Dronkers J | Model tree. | 2 |
| 10:23, 11 October 2016 | VanRijnTable1.jpg (file) |  |
38 KB | Dronkers J | Computed sand transport rates. | 1 |
| 10:09, 11 October 2016 | VanRijnFig8.jpg (file) |  |
119 KB | Dronkers J | Total sand transport for combined wave plus current conditions. | 1 |
| 10:07, 11 October 2016 | VanRijnFig7.jpg (file) |  |
67 KB | Dronkers J | Suspended transport as function of depth-averaged velocity. | 1 |
| 10:05, 11 October 2016 | VanRijnFig6.jpg (file) |  |
89 KB | Dronkers J | Time lag of suspended sediment concentration in tidal flow. | 1 |
| 10:03, 11 October 2016 | VanRijnFig5.jpg (file) |  |
46 KB | Dronkers J | Definition sketch of suspended sediment transport. | 1 |
| 10:02, 11 October 2016 | VanRijnFig3.jpg (file) |  |
99 KB | Dronkers J | Depth-averaged velocity at initiation of motion and suspension. | 1 |
| 10:01, 11 October 2016 | VanRijnFig2.jpg (file) |  |
64 KB | Dronkers J | Initiation of motion and suspension as function of dimensionless sediment size. | 1 |
| 10:00, 11 October 2016 | VanRijnFig1.jpg (file) |  |
144 KB | Dronkers J | Initiation of motion as function of Reynolds number. | 1 |
| 10:21, 10 October 2016 | VanRijnFig4.jpg (file) |  |
337 KB | Dronkers J | Bed forms in steady flows (rivers). | 1 |
| 16:57, 26 September 2016 | BaZaFig7.jpg (file) |  |
151 KB | Dronkers J | Example of integrated risk map, scale from 1 to 4 (from low to very high impact). | 1 |
| 16:55, 26 September 2016 | BaZaFig6.jpg (file) |  |
163 KB | Dronkers J | Example map of flooding velocities derived from the modified watershed segmentation algorithm. | 1 |
| 16:50, 26 September 2016 | BaZaFig5.jpg (file) |  |
74 KB | Dronkers J | Editing a mitigation option in front of Cesenatico. | 1 |
| 16:49, 26 September 2016 | BaZaFig4.jpg (file) |  |
85 KB | Dronkers J | Mitigation screen. | 1 |
| 16:49, 26 September 2016 | BaZaFig3.jpg (file) |  |
100 KB | Dronkers J | Scenarios screen. | 1 |
| 16:48, 26 September 2016 | BaZaFig2.jpg (file) |  |
121 KB | Dronkers J | The viewer at the start-up. | 1 |
| 16:47, 26 September 2016 | BaZaFig1.jpg (file) |  |
334 KB | Dronkers J | Key elements and the flow of information within THESEUS DSS. | 1 |
| 16:46, 26 September 2016 | BaZaTable1.jpg (file) |  |
241 KB | Dronkers J | Review of existing exploratory tools that can be used for supporting decisions applied to coastal areas. These GIS-based tools perform scenario construction and analysis. | 1 |
| 09:06, 19 September 2016 | LucianaFig.jpg (file) |  |
1.64 MB | Dronkers J | Geotextile tube application at the beach of Ofir, Esposende, Portugal. | 1 |
| 09:57, 15 September 2016 | GiovanniFig3.jpg (file) |  |
27 KB | Dronkers J | Figure 3. Beach cusp spacing as a function of swash excursion for measurements and numerical simulations. | 1 |
| 09:56, 15 September 2016 | GiovanniFig2.jpg (file) |  |
40 KB | Dronkers J | Figure 2. Flow circulation over beach cusps. | 1 |
| 09:37, 15 September 2016 | GiovanniFig4.jpg (file) |  |
23 KB | Dronkers J | Figure 4. Measured beach cusp spacing versus the spacing predicted assuming the presence of subharmonic (left panel) or synchronous (right panel) standing edge waves. | 1 |
| 15:35, 14 September 2016 | CocoFig4.jpg (file) |  |
20 KB | Dronkers J | Figure 4: Measured beach cusp spacing versus the spacing predicted assuming the presence of subharmonic standing edge waves. | 1 |
| 15:35, 14 September 2016 | CocoFig3.jpg (file) |  |
31 KB | Dronkers J | Figure 3: Beach cusp spacing as a function of swash excursion for measurements (field and laboratory) and numerical simulations. | 1 |
| 15:34, 14 September 2016 | Fig2.jpg (file) |  |
40 KB | Dronkers J | Figure 2: Snapshots of flow circulation over beach cusps. | 1 |
| 15:33, 14 September 2016 | CocoFig1.jpg (file) |  |
101 KB | Dronkers J | Figure 1: Beach cusps | 1 |
