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| 1 | Modelling Impact of Dredging and Dumping in Ebb-Flood Channel Systems显示文摘For a channel-shoal system in a funnel-shaped basin the impact of dredging and dumping is investigated using a complex process-based model. First, the residual flow and sediment transport circulations are analysed for the channel-shoal pattern, which has emerged after a longterm model simulation. Results are compared to the Western Scheldt estuary, which forms the inspiration for this study. Subsequently, different dredge and dump scenarios are modelled, according to a conceptual model, in which ebb- and flood-channels and enclosed shoals form morphodynamic units (cells) with their own sediment circulation. Model results show that dumping sediment in a channel further reduces the channel depth and induces erosion in the opposite channel, which enhances tilting of the cross-section of the cell and eventually can lead to the degeneration of a multiple channel system into a single channel. The impact of different dredging and dumping cases agrees with results from a stability analysis. This means that this type of model applied to a realistic geometry can potentially be used for better prediction of the impact of human interventions. | HIBMA A WANG Z B STIVE M J F Vriend H J de | 2008 | Transactions of Tianjin University2008，14，4： | 2 |
| 2 | Variabil- ity of shore and shoreline evolution显示文摘 | STIVE M J F AARNINKHOF S G J HAMM L | 2002 | Coastal Engineering2002，47，2： | 1 |
| 3 | A summary of European experience with shore nourishment显示文摘 | L Hamm M Capobianco H.H Dette A Lechuga R Spanhoff M.J.F Stive | 2002 | Coastal Engineering2002，，2： | 1 |
| 4 | Estuarine morphodynamics显示文摘 | Hibma A Stive M J F Wang Z B | 2004 | Coastal Engineering2004，51，89： | 1 |
| 5 | Price_endings when prices signal quality显示文摘 | Stiving M | 2000 | Management Science2000，46，12： | 1 |
| 6 | Numerical modeling of shoal pattern formation in well-mixed elongated estuaries 显示文摘 | Himba A de Vriend H J Stive M J F | 2003 | Estuarine Coastal and Shelf Science2003，57，： | 1 |
| 7 | The effects of externally applied litzium and strontium on the arsenazo-monitored cytosolic calcium signal of the Limulus rentral photoeceptor显示文摘 | STIVE H RUESING G YUAN W J HHENING T H | 1994 | Z Naturforsch1994，49，： | 1 |
| 8 | Calibration and verification of dissipation model for random breaking waves显示文摘 | Battjes J A M J F Stive | 1985 | J Geophys Research1985，90，5： | 1 |
| 9 | Modeling of amixed-load fluvio-deltaic system显示文摘 | Geleynse N Storms J E A Stive M J F | 2010 | Geophysical Research Let-ters2010，37，5： | 1 |
| 10 | Bar-generating cross:Shore flow mechanisms on a beach显示文摘 | ROELVINK J A STIVE M J F | 1989 | J Geophys Res1989，94，： | 1 |
| 11 | Calibration and verification of a dissipation model for random breaking waves显示文摘 | Battjes J A Stive M J F | 1985 | J Geophys Res1985，90，5： | 1 |
| 12 | Child temperament, parenting discipline style, and daytime behavior in childhood sleep disorders显示文摘 | OWENS STIVELY J FRANK N SMITH A | 1997 | J Dev Behav Pediatr1997，18，： | 1 |
| 13 | Aggregated morphodynamic modelling of tidal inlets and estuaries显示文摘Aggregation is used to represent the real world in a model at an appropriate level of abstraction.We used the convection-diffusion equation to examine the implications of aggregation progressing from a three-dimensional(3D)spatial description to a model representing a system as a single box that exchanges sediment with the adjacent environment.We highlight how all models depend on some forms of parametric closure,which need to be chosen to suit the scale of aggregation adopted in the model.All such models are therefore aggregated and make use of some empirical relationships to deal with sub-scale processes.One such appropriately aggregated model,the model for the aggregated scale morphological interaction between tidal basin and adjacent coast(ASMITA),is examined in more detail and used to illustrate the insight that this level of aggregation can bring to a problem by considering how tidal inlets and estuaries are impacted by sea level rise. | Zheng Bing Wang Ian Townend Marcel Stive | 2020 | Water Science and Engineering2020，13，1： | 1 |
| 14 | Bar-generating cross-shore flow mechanisms on a beach显示文摘 | Roelvink J Stive M | | 0，，： | 1 |
| 15 | Uncertaimy in the application of the parabolic bay shape equation: Part 1 显示文摘 | Lausman R Klein A H F Stive M J F | 2010 | Coastal Engineering2010，57，2： | 1 |
| 16 | Uncertainty in the application of the parabolic bay shape equation: Part 2 显示文摘 | Lausman R Klein A H F Stive M J F | 2010 | Coastal Engineering2010，57，2： | 1 |
| 17 | Estuarine morphodynamics显示文摘 | HIBMA A STIVE M J F WANG Z B | 2004 | Coastal Engineering2004，51，： | 1 |
| 18 | A summary of European experience with shore nourishment显示文摘 | L Hamm M Capobianco H.H Dette A Lechuga R Spanhoff M.J.F Stive | 2002 | Coastal Engineering2002，，2： | 1 |
| 19 | Quasi-3D modelling of nearshore currents显示文摘 | DE VRIEND H J STIVE M J F | 1987 | Coastal Engineering1987，11，： | 1 |
| 20 | Impacts of sea-level rise on the Ebro Delta: a first Approach 显示文摘 | $6 nchez-Arcilla A Jimenez J A Stive M J F | 1996 | Ocean & Coastal Management1996，30，19： | 1 |
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