File list
This special page shows all uploaded files.
| Date | Name | Thumbnail | Size | Description | Versions |
|---|---|---|---|---|---|
| 22:28, 15 October 2016 | HuibScheme.jpg (file) |  |
38 KB | Model tree. | 2 |
| 11:23, 11 October 2016 | VanRijnTable1.jpg (file) |  |
38 KB | Computed sand transport rates. | 1 |
| 11:09, 11 October 2016 | VanRijnFig8.jpg (file) |  |
119 KB | Total sand transport for combined wave plus current conditions. | 1 |
| 11:07, 11 October 2016 | VanRijnFig7.jpg (file) |  |
67 KB | Suspended transport as function of depth-averaged velocity. | 1 |
| 11:05, 11 October 2016 | VanRijnFig6.jpg (file) |  |
89 KB | Time lag of suspended sediment concentration in tidal flow. | 1 |
| 11:03, 11 October 2016 | VanRijnFig5.jpg (file) |  |
46 KB | Definition sketch of suspended sediment transport. | 1 |
| 11:02, 11 October 2016 | VanRijnFig3.jpg (file) |  |
99 KB | Depth-averaged velocity at initiation of motion and suspension. | 1 |
| 11:01, 11 October 2016 | VanRijnFig2.jpg (file) |  |
64 KB | Initiation of motion and suspension as function of dimensionless sediment size. | 1 |
| 11:00, 11 October 2016 | VanRijnFig1.jpg (file) |  |
144 KB | Initiation of motion as function of Reynolds number. | 1 |
| 11:21, 10 October 2016 | VanRijnFig4.jpg (file) |  |
337 KB | Bed forms in steady flows (rivers). | 1 |
| 17:57, 26 September 2016 | BaZaFig7.jpg (file) |  |
151 KB | Example of integrated risk map, scale from 1 to 4 (from low to very high impact). | 1 |
| 17:55, 26 September 2016 | BaZaFig6.jpg (file) |  |
163 KB | Example map of flooding velocities derived from the modified watershed segmentation algorithm. | 1 |
| 17:50, 26 September 2016 | BaZaFig5.jpg (file) |  |
74 KB | Editing a mitigation option in front of Cesenatico. | 1 |
| 17:49, 26 September 2016 | BaZaFig4.jpg (file) |  |
85 KB | Mitigation screen. | 1 |
| 17:49, 26 September 2016 | BaZaFig3.jpg (file) |  |
100 KB | Scenarios screen. | 1 |
| 17:48, 26 September 2016 | BaZaFig2.jpg (file) |  |
121 KB | The viewer at the start-up. | 1 |
| 17:47, 26 September 2016 | BaZaFig1.jpg (file) |  |
334 KB | Key elements and the flow of information within THESEUS DSS. | 1 |
| 17:46, 26 September 2016 | BaZaTable1.jpg (file) |  |
241 KB | 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 |
| 10:06, 19 September 2016 | LucianaFig.jpg (file) |  |
1.64 MB | Geotextile tube application at the beach of Ofir, Esposende, Portugal. | 1 |
| 10:57, 15 September 2016 | GiovanniFig3.jpg (file) |  |
27 KB | Figure 3. Beach cusp spacing as a function of swash excursion for measurements and numerical simulations. | 1 |
| 10:56, 15 September 2016 | GiovanniFig2.jpg (file) |  |
40 KB | Figure 2. Flow circulation over beach cusps. | 1 |
| 10:37, 15 September 2016 | GiovanniFig4.jpg (file) |  |
23 KB | 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 |
| 16:35, 14 September 2016 | CocoFig4.jpg (file) |  |
20 KB | Figure 4: Measured beach cusp spacing versus the spacing predicted assuming the presence of subharmonic standing edge waves. | 1 |
| 16:35, 14 September 2016 | CocoFig3.jpg (file) |  |
31 KB | Figure 3: Beach cusp spacing as a function of swash excursion for measurements (field and laboratory) and numerical simulations. | 1 |
| 16:34, 14 September 2016 | Fig2.jpg (file) |  |
40 KB | Figure 2: Snapshots of flow circulation over beach cusps. | 1 |
| 16:33, 14 September 2016 | CocoFig1.jpg (file) |  |
101 KB | Figure 1: Beach cusps | 1 |
| 16:27, 13 September 2016 | LucianaTable1.jpg (file) |  |
122 KB | Table 1: Characteristics of geotextiles and geotextile-related products according to functions and test methods. | 1 |
| 16:26, 13 September 2016 | LucianaFig1.jpg (file) |  |
124 KB | Fig 1. Iterative design process for sand-filled geosystems | 1 |
| 18:56, 18 August 2016 | NienhuisFig3.jpg (file) |  |
33 KB | Figure 3: Three deltas with varying wave influence. | 1 |
| 18:49, 18 August 2016 | NienhuisFig2.jpg (file) |  |
357 KB | Figure 2: The Rio Grijalva in Mexico. | 1 |
| 18:48, 18 August 2016 | NienhuisFig1.jpg (file) |  |
29 KB | Figure 1: The ternary diagram of delta morphology. | 1 |
| 23:44, 5 August 2016 | PrandleFig14.jpg (file) |  |
67 KB | Figure 14. Tidal current amplitude, U, as a function of depth, D and tidal elevation amplitude, Z, based on bed friction coefficient, f= 0.0025. | 1 |
| 23:43, 5 August 2016 | PrandleFig13.jpg (file) |  |
40 KB | Figure 13. ‘Equilibrium’ values of sediment concentrations and fall velocities. | 1 |
| 23:42, 5 August 2016 | PrandleFig12.jpg (file) |  |
123 KB | Figure 12. Spring-neap variability in import vs export of sediments. | 1 |
| 23:41, 5 August 2016 | PrandleFig11.jpg (file) |  |
41 KB | Figure 11. Schematic of dynamical and sedimentary components integrated into the analytical emulator. | 1 |
| 23:40, 5 August 2016 | PrandleFig10.jpg (file) |  |
49 KB | Figure 10. Bathymetric Zone. | 1 |
| 23:38, 5 August 2016 | PrandleFig9.jpg (file) |  |
30 KB | Figure 9. Theoretical and observed estuarine lengths L as function of (Q, Z). | 1 |
| 23:38, 5 August 2016 | PrandleFig8.jpg (file) |  |
25 KB | Figure 8. Observed vs. theoretical estuarine depths at the mouth, D (m), as function of (Q, Z). | 1 |
| 23:37, 5 August 2016 | PrandleFig7.jpg (file) |  |
16 KB | Figure 7. Theoretical envelope : Depth at the mouth as a function of river flow. | 1 |
| 23:36, 5 August 2016 | PrandleFig6.jpg (file) |  |
17 KB | Estuarine length, L (km), as a function of (D, Z) , with f=0.0025. | 1 |
| 23:36, 5 August 2016 | PrandleFig5.jpg (file) |  |
48 KB | Figure 5. Observed SPM (suspended matter concentration) and current time-series in: (a) Dover Straits, (b) Mersey Estuary and (c) Holderness Coast. | 1 |
| 23:35, 5 August 2016 | PrandleFig4.jpg (file) |  |
23 KB | Figure 4. Model simulations of SPM over a spring-neap tidal cycle. | 1 |
| 23:34, 5 August 2016 | PrandleFig3.jpg (file) |  |
75 KB | Figure 3. Processes determining sediment erosion, transport and deposition. | 1 |
| 23:33, 5 August 2016 | PrandleFig2.jpg (file) |  |
59 KB | Figure 2. Estuaries of England and Wales. | 1 |
| 23:32, 5 August 2016 | PrandleFig1.jpg (file) |  |
26 KB | Figure 1: Schematic of major factors influencing estuarine bathymetry. | 1 |
| 23:35, 4 August 2016 | CamFig3.jpg (file) |  |
140 KB | Schematic view of the instantaneous velocity and acceleration variation for a bore over a wave period and in the direction of the waves. | 1 |
| 23:23, 4 August 2016 | CamFig2.jpg (file) |  |
59 KB | Bottom velocity profile in the direction of the wave propagation | 1 |
| 23:22, 4 August 2016 | CamFig1.jpg (file) |  |
83 KB | Profile of the time-dependent velocity (a) and bed shear stress (b) in the wave direction | 1 |
| 08:57, 7 July 2016 | WesternScheldt.jpg (file) |  |
214 KB | Western Scheldt and Scheldt estuary | 2 |
| 17:25, 6 July 2016 | Columbia.jpg (file) |  |
241 KB | Columbia River estuary | 1 |
