Difference between revisions of "Annualmeeting:2017 CSDMS meeting-054"

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|CSDMS meeting abstract=Following pioneering modeling work examining the evolution of wave-influenced deltas (REF e.g. FAVORITE JAAP, ANDREW, LIVIU; ANDREW ET AL CSDMS PAPER), we coupled the River and Floodplain Evolution Model (RAFEM) to the Coastline Evolution Model (CEM). Results of a recent suite of model experiments (conducted using the CSDMS software stack and Dakota) lead to new insights: 1) The preferred location of avulsions (a distance from the river mouth scaling with the backwater length), previously observed in laboratory models and in the field, can arise for geometric reasons that are independent of those recently suggested (REF MIKE, VAMSI…). This alternative explanation applies when the river longitudinal profile tends to diffuse more rapidly than the floodplain longitudinal profile. 2) Although the timescale for avulsions is expected to increase with increasing wave influence (REF SWENSEN, JEROLMACK), we find that whether this is true or not depends on the angular wave distribution. When wave influence is strong and the angular mix of wave influences tends to smooth a nearly straight coastline (coastline diffusion), progradation is slowed and avulsions delayed. However if the angular wave distribution produces anti-diffusive coastline evolution, a strong wave influence still leads to cuspate delta shapes—but not to delayed avulsions. 3) Although increasing sea-level-rise rate is expected to cause more rapid avulsions, and does in laboratory deltas, we unexpectedly find that this is not true for river-dominated deltas in our model (or for anti-diffusive wave climates). The explanation, involving the role of sea-level-rise related transgression (or decreased progradation), raises potentially important questions about geometrical differences between laboratory deltas and natural deltas. 4) The magnitude and timescale of autogenic variability in sediment delivery rates at the river mouth depends on wave climate, sea-level-rise rate (for some wave climates), and on the amount of super elevation of the river channel (relative to the surrounding floodplain) required to trigger avulsions.
|CSDMS meeting abstract=Following pioneering modeling work examining the evolution of wave-influenced deltas (Ashton et al., 2013; Nienhuis et al., 2013), we coupled the River and Floodplain Evolution Model (RAFEM) to the Coastline Evolution Model (CEM). Results of a recent suite of model experiments (conducted using the CSDMS software stack and Dakota) lead to new insights: 1) The preferred location of avulsions (a distance from the river mouth scaling with the backwater length), previously observed in laboratory models and in the field, can arise for geometric reasons that are independent of those recently suggested (Chatanantavet et al., 2012; Ganti et al., 2016). This alternative explanation applies when the river longitudinal profile tends to diffuse more rapidly than the floodplain longitudinal profile. 2) Although the timescale for avulsions is expected to increase with increasing wave influence (Swenson, 2005), we find that this depends on the angular wave distribution. When wave influence is strong and the angular mix of wave influences tends to smooth a nearly straight coastline (coastline diffusion), progradation is slowed and avulsions delayed. However if the angular wave distribution produces anti-diffusive coastline evolution, a strong wave influence still leads to cuspate delta shapes, but avulsions are barely delayed. 3) Although increasing sea-level-rise rate is expected to cause more rapid avulsions, and does in laboratory deltas, we unexpectedly find that this is not true for river-dominated deltas in our model (or for anti-diffusive wave climates). The explanation, involving the role of sea-level-rise related transgression (or decreased progradation), raises potentially important questions about geometrical differences between laboratory deltas and natural deltas. 4) The magnitude and timescale of autogenic variability in sediment delivery rates at the river mouth depends on wave climate, sea-level-rise rate (for some wave climates), and on the amount of super elevation of the river channel (relative to the surrounding floodplain) required to trigger avulsions.
 
Ashton, A. D., Hutton, E. W., Kettner, A. J., Xing, F., Kallumadikal, J., Nienhuis, J., and Giosan, L. (2013), “Progress in coupling models of coastline and fluvial dynamics,” Computers & Geosciences, 53, 21–29.
 
Chatanantavet, P., Lamb, M. P., and Nittrouer, J. A. (2012), “Backwater controls of avulsion location on deltas,” Geophysical Research Letters, 39.
 
Ganti, V., Chadwick, A. J., Hassenruck-Gudipati, H. J., Fuller, B. M., and Lamb, M. P. (2016b), “Experimental river delta size set by multiple floods and backwater hydrodynamics,” Science advances, 2, e1501768.
 
Nienhuis, J. H., Ashton, A. D., Roos, P. C., Hulscher, S. J., and Giosan, L. (2013), “Wave reworking of abandoned deltas,” Geophysical research letters, 40, 5899– 5903.
 
Swenson, J. B. (2005), “Relative importance of fluvial input and wave energy in controlling the timescale for distributary-channel avulsion,” Geophysical Research Letters, 32.
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Revision as of 14:50, 9 March 2017






Browse  abstracts



=Coupled Modeling of River and Coastal Processes: New Insights about Delta Morphodynamics, Avulsions, and Autogenic Sediment Flux Variability=

Brad Murray, Duke U. Durham North Carolina, United States. abmurray@duke.edu
Katherine Ratliff, Duke Univ. Durham North Carolina, United States. k.ratliff@duke.edu
Eric Hutton, Univ. of Colorado boulder Colorado, United States. huttone@colorado.edu


[[Image:|300px|right|link=File:]]Following pioneering modeling work examining the evolution of wave-influenced deltas (Ashton et al., 2013; Nienhuis et al., 2013), we coupled the River and Floodplain Evolution Model (RAFEM) to the Coastline Evolution Model (CEM). Results of a recent suite of model experiments (conducted using the CSDMS software stack and Dakota) lead to new insights: 1) The preferred location of avulsions (a distance from the river mouth scaling with the backwater length), previously observed in laboratory models and in the field, can arise for geometric reasons that are independent of those recently suggested (Chatanantavet et al., 2012; Ganti et al., 2016). This alternative explanation applies when the river longitudinal profile tends to diffuse more rapidly than the floodplain longitudinal profile. 2) Although the timescale for avulsions is expected to increase with increasing wave influence (Swenson, 2005), we find that this depends on the angular wave distribution. When wave influence is strong and the angular mix of wave influences tends to smooth a nearly straight coastline (coastline diffusion), progradation is slowed and avulsions delayed. However if the angular wave distribution produces anti-diffusive coastline evolution, a strong wave influence still leads to cuspate delta shapes, but avulsions are barely delayed. 3) Although increasing sea-level-rise rate is expected to cause more rapid avulsions, and does in laboratory deltas, we unexpectedly find that this is not true for river-dominated deltas in our model (or for anti-diffusive wave climates). The explanation, involving the role of sea-level-rise related transgression (or decreased progradation), raises potentially important questions about geometrical differences between laboratory deltas and natural deltas. 4) The magnitude and timescale of autogenic variability in sediment delivery rates at the river mouth depends on wave climate, sea-level-rise rate (for some wave climates), and on the amount of super elevation of the river channel (relative to the surrounding floodplain) required to trigger avulsions.

Ashton, A. D., Hutton, E. W., Kettner, A. J., Xing, F., Kallumadikal, J., Nienhuis, J., and Giosan, L. (2013), “Progress in coupling models of coastline and fluvial dynamics,” Computers & Geosciences, 53, 21–29.

Chatanantavet, P., Lamb, M. P., and Nittrouer, J. A. (2012), “Backwater controls of avulsion location on deltas,” Geophysical Research Letters, 39.

Ganti, V., Chadwick, A. J., Hassenruck-Gudipati, H. J., Fuller, B. M., and Lamb, M. P. (2016b), “Experimental river delta size set by multiple floods and backwater hydrodynamics,” Science advances, 2, e1501768.

Nienhuis, J. H., Ashton, A. D., Roos, P. C., Hulscher, S. J., and Giosan, L. (2013), “Wave reworking of abandoned deltas,” Geophysical research letters, 40, 5899– 5903.

Swenson, J. B. (2005), “Relative importance of fluvial input and wave energy in controlling the timescale for distributary-channel avulsion,” Geophysical Research Letters, 32.