• No results found

Turning the tide:

N/A
N/A
Protected

Academic year: 2022

Share "Turning the tide:"

Copied!
1
0
0

Bezig met laden.... (Bekijk nu de volledige tekst)

Hele tekst

(1)

Funding

Vici grant (2014), 5 year funding from the Netherlands Organisation of Scientific Research (NWO, STW), Innovational Research Incentives Scheme, www.nwo.nl/vi ERC Consolidator (2015), 5 year funding from the European Research Council

Design and construction of the Metronome: Fysisch Geografisch Laboratorium, Consmema, Variodrive

Collaboration

Deltares, Netherlands Center for Coastal Research (NCK), Rijkswaterstaat Zeeland, NOIZ (Yerseke), Bureau of Economic Geology, University of Texas (USA) TU Delft University of Technology, University of Genova (Italy), University of Cantabria (Spain), University of Antwerp (Belgium)

Wetenschapsknooppunt for elementary school children (Science Hub), www.uu.nl/wetenschapsknooppunt

Vici project

Turning the tide:

Maarten G. Kleinhans, Lisanne Braat, Anne W. Baar, Jasper R. F. W. Leuven

m.g.kleinhans@uu.nl, l.braat@uu.nl, a.w.baar@uu.nl, j.r.f.w.leuven@uu.nl

Project summary

Tidal systems such as the Scheldt, Humber and Columbia estuaries and Wadden seas in Florida and the North Sea, have perpetually changing and interacting channels and shoals formed by ebb and flood currents. Current models fail to forecast these natural dynamics. Yet main channels are economically important shipping fairways, whilst shoal areas that emerge and submerge daily are ecologically valuable habitats under threat of dredging, dumping and sea level rise. Our aim is to investigate and forecast how channel-shoal dynamics in estuaries result from geomorphological processes and human interference.

Hypotheses

• Channel- and shoal-margin collapses and current-driven sand transport on sloping channel beds cause the dynamics of channels and shoals,

• whilst break-down of shoals is balanced by resistant cohesive mud layers.

• bifurcating channel network propagates and possibly amplifies small-scale disturbances by collapses and dredging through the system into neighbouring reaches.

dynamics of channels and shoals in estuaries with sands and mud

Figure 1. Aerial photograph Dovey (Dyfi) estuary

Figure 2. Local-scale processes: 1) Bed slope effect on sediment transport by currents, modified by waves, and effect on channel bifurcations. 2) Mud deposition on shoals, mud flats and marsh. 3) Channel margin collapse by bank failure, liquefaction of loose sand, or dense sand breaching. Large-scale channel-shoal interactions: 4) Formation of mutually evasive ebb- or flood-dominated channels in the network. 5) Large local perturbations propagate to adjacent reaches.

Understanding channel-shoal dynamics in estuaries

How are large-scale morphodynamics of tidal channels and shoals caused by the small-scale balance of local slope processes and mud settling?

PhD – Anne Baar PhD – Lisanne Braat PhD – Jasper Leuven

Aim 4: Bank and shoal margin collapses

Aim 1: Transverse slopes

Effects of bedforms, suspension and particle sizes

Aim 3: Channel network

Effects of disturbances by

dredging, dumping and river input Aim 2: Mud layers

Effects of cohesive mud layer formation

Experiments

in annular flume Experiments in tilting flume

Numerical modelling

in Delft3D Analysis toolbox

Submodel transverse bed slope effects

Utilisation Ecology Petroleum industry Dredging industry

Models and scenarios

Figure 5. Delft3D model of a straightened Oer-IJ estuary. a) bathymetry, model without mud, b) bathymetry, model with mud influx, c) mud fraction top layer, model with mud influx

Figure 4. Placing of the ‘Metronome’, a novel experimental tilting flume to create dynamic tidal systems

Barrier

Inlet

Sea

River inflow

Barrier 0.5 m

Figure 6. Pilot experiment in small tilting flume Figure 7. Arrival of the Metronome 20 m

0.4 m 0.47 m

Figure 3. Annular flume at TU Delft

Referenties

GERELATEERDE DOCUMENTEN

“To what extent does including turbulence to sediment transport formulations improve the XBeach model results in comparison with the RESIST dataset?”.. To reach this objective,

1) Increasing the efflux velocity results in a wider scour hole and increases the scour depth which is attributed to larger flow velocities in the propeller wash. The maximum

Hence, although this study only focussed on creating a measurement framework with sample benchmarks for the South African packaged export supply chain segment, it offers a

Figure 154 Fall velocity and density (left) and salinity (right) for the ETM deepening scnenario 25% discharge Figure 153 Average velocity for all layers (upper panel) and for

Processes affecting salt marsh development are tidal amplitudes, boundary mud concentrations, storms, critical mud content, continuous deposition, settling velocity of mud and

Since there were no significant differences in cockle AFDM between the height classes, an average (weighed for the number of squares) AFDM per area was used to calculate intake

• maintenance dredging small compared to gros fluxes, but large compared to net fluxes?. add pictures on spatial sediment distribution, temporal dynamics,

geostrophic wind speed for the assessment of wind energy yields in Northwest Europe.. Monitoring effecten van verkweldering in de Bildtpollen 2009–2013. AandW rapport