File list
This special page shows all uploaded files.
Date | Name | Thumbnail | Size | Description | Versions |
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17:20, 6 July 2016 | Yellow.jpg (file) | 118 KB | Yellow River delta | 1 | |
17:21, 6 July 2016 | Wadden.jpg (file) | 209 KB | Western Wadden Sea | 1 | |
17:22, 6 July 2016 | Gomso.jpg (file) | 217 KB | Gomso Bay | 1 | |
17:24, 6 July 2016 | Mussulo.jpg (file) | 86 KB | Mussulo Lagoon | 1 | |
17:24, 6 July 2016 | Charente.jpg (file) | 249 KB | Charente estuary | 1 | |
17:25, 6 July 2016 | Columbia.jpg (file) | 241 KB | Columbia River estuary | 1 | |
08:57, 7 July 2016 | WesternScheldt.jpg (file) | 214 KB | Western Scheldt and Scheldt estuary | 2 | |
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 | |
23:23, 4 August 2016 | CamFig2.jpg (file) | 59 KB | Bottom velocity profile in the direction of the wave propagation | 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 | |
23:32, 5 August 2016 | PrandleFig1.jpg (file) | 26 KB | Figure 1: Schematic of major factors influencing estuarine bathymetry. | 1 | |
23:33, 5 August 2016 | PrandleFig2.jpg (file) | 59 KB | Figure 2. Estuaries of England and Wales. | 1 | |
23:34, 5 August 2016 | PrandleFig3.jpg (file) | 75 KB | Figure 3. Processes determining sediment erosion, transport and deposition. | 1 | |
23:35, 5 August 2016 | PrandleFig4.jpg (file) | 23 KB | Figure 4. Model simulations of SPM over a spring-neap tidal cycle. | 1 | |
23:36, 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 | |
23:36, 5 August 2016 | PrandleFig6.jpg (file) | 17 KB | Estuarine length, L (km), as a function of (D, Z) , with f=0.0025. | 1 | |
23:37, 5 August 2016 | PrandleFig7.jpg (file) | 16 KB | Figure 7. Theoretical envelope : Depth at the mouth as a function of river flow. | 1 | |
23:38, 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 | |
23:38, 5 August 2016 | PrandleFig9.jpg (file) | 30 KB | Figure 9. Theoretical and observed estuarine lengths L as function of (Q, Z). | 1 | |
23:40, 5 August 2016 | PrandleFig10.jpg (file) | 49 KB | Figure 10. Bathymetric Zone. | 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 | |
23:42, 5 August 2016 | PrandleFig12.jpg (file) | 123 KB | Figure 12. Spring-neap variability in import vs export of sediments. | 1 | |
23:43, 5 August 2016 | PrandleFig13.jpg (file) | 40 KB | Figure 13. ‘Equilibrium’ values of sediment concentrations and fall velocities. | 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 | |
18:48, 18 August 2016 | NienhuisFig1.jpg (file) | 29 KB | Figure 1: The ternary diagram of delta morphology. | 1 | |
18:49, 18 August 2016 | NienhuisFig2.jpg (file) | 357 KB | Figure 2: The Rio Grijalva in Mexico. | 1 | |
18:56, 18 August 2016 | NienhuisFig3.jpg (file) | 33 KB | Figure 3: Three deltas with varying wave influence. | 1 | |
16:26, 13 September 2016 | LucianaFig1.jpg (file) | 124 KB | Fig 1. Iterative design process for sand-filled geosystems | 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 | |
16:33, 14 September 2016 | CocoFig1.jpg (file) | 101 KB | Figure 1: Beach cusps | 1 | |
16:34, 14 September 2016 | Fig2.jpg (file) | 40 KB | Figure 2: Snapshots of flow circulation over beach cusps. | 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 | |
16:35, 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 | |
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 | |
10:56, 15 September 2016 | GiovanniFig2.jpg (file) | 40 KB | Figure 2. Flow circulation over beach cusps. | 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 | |
10:06, 19 September 2016 | LucianaFig.jpg (file) | 1.64 MB | Geotextile tube application at the beach of Ofir, Esposende, Portugal. | 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 | |
17:47, 26 September 2016 | BaZaFig1.jpg (file) | 334 KB | Key elements and the flow of information within THESEUS DSS. | 1 | |
17:48, 26 September 2016 | BaZaFig2.jpg (file) | 121 KB | The viewer at the start-up. | 1 | |
17:49, 26 September 2016 | BaZaFig3.jpg (file) | 100 KB | Scenarios screen. | 1 | |
17:49, 26 September 2016 | BaZaFig4.jpg (file) | 85 KB | Mitigation screen. | 1 | |
17:50, 26 September 2016 | BaZaFig5.jpg (file) | 74 KB | Editing a mitigation option in front of Cesenatico. | 1 | |
17:55, 26 September 2016 | BaZaFig6.jpg (file) | 163 KB | Example map of flooding velocities derived from the modified watershed segmentation algorithm. | 1 | |
17:57, 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 | |
11:21, 10 October 2016 | VanRijnFig4.jpg (file) | 337 KB | Bed forms in steady flows (rivers). | 1 | |
11:00, 11 October 2016 | VanRijnFig1.jpg (file) | 144 KB | Initiation of motion as function of Reynolds number. | 1 | |
11:01, 11 October 2016 | VanRijnFig2.jpg (file) | 64 KB | Initiation of motion and suspension as function of dimensionless sediment size. | 1 | |
11:02, 11 October 2016 | VanRijnFig3.jpg (file) | 99 KB | Depth-averaged velocity at initiation of motion and suspension. | 1 | |
11:03, 11 October 2016 | VanRijnFig5.jpg (file) | 46 KB | Definition sketch of suspended sediment transport. | 1 |