FLOOD RECORDS, BANK EROSION MECHANISMS AND MEANDER MIGRATION IN BUTTERNUT CREEK, NEW YORK

2016 ◽  
Author(s):  
Leslie Hasbargen ◽  
◽  
Peter T. Booth ◽  
Derek Walling ◽  
David Busby
2012 ◽  
Vol 33 (3) ◽  
pp. 229-251 ◽  
Author(s):  
Gregory N. Nagle ◽  
Timothy J. Fahey ◽  
Peter B. Woodbury ◽  
Jerry C. Ritchie
Keyword(s):  
New York ◽  

Geomorphology ◽  
2009 ◽  
Vol 106 (3-4) ◽  
pp. 242-252 ◽  
Author(s):  
Candice R. Constantine ◽  
Thomas Dunne ◽  
Gregory J. Hanson

1997 ◽  
Vol 1 (3) ◽  
pp. 523-534 ◽  
Author(s):  
D. M. Lawler ◽  
J. Couperthwaite ◽  
L. J. Bull ◽  
N. M. Harris

Abstract. This paper examines river bank retreat rates, individual erosion events, and the processes that drive them in the Upper Severn basin, mid-Wales, UK. Traditional erosion pin networks were used to deliver information on patterns of downstream change in erosion rates. In addition, the novel automatic Photo-Electronic Erosion Pin (PEEP) monitoring system was deployed to generate near-continuous data on the temporal distribution of bank erosion and accretion: this allowed focus on the magnitude and timing of individual erosional and depositional events in relation to specific flow episodes. Erosion dynamics data from throughout the Upper Severn basin are combined with detailed information on bank material properties and spatial change in channel hydraulics derived from direct field survey, to assess the relationships between flow properties and bank erosion rates. Results show that bank erosion rates generally increase downstream, but relate more strongly to discharge than to reach-mean shear stress, which peaks near the basin head. Downstream changes in erosion mechanisms and boundary materials, across the upland/lowland transition (especially the degree of development of composite bank material profiles), are especially significant. Examples of sequences of bank erosion events show how the PEEP system can (a) quantify the impact of individual, rather than aggregated, forcing events, (b) reveal the full complexity of bank response to given driving agents, including delayed erosion events, and (c) establish hypotheses of process-control in bank erosion systems. These findings have important implications for the way in which bank erosion problems are researched and managed. The complex responses demonstrated have special significance for the way in which bank processes and channel-margin sediment injections should be handled in river dynamics models.


Geosciences ◽  
2018 ◽  
Vol 8 (10) ◽  
pp. 359 ◽  
Author(s):  
Kattia Arnez Ferrel ◽  
Supapap Patsinghasanee ◽  
Ichiro Kimura ◽  
Yasuyuki Shimizu

In this paper, a physics-based model that couples a bank erosion model with a meander evolution model is developed and evaluated. The physics-based bank erosion model considers the cantilever failure mechanism with slump blocks and decomposition effects. Moreover, bank accretion was considered using critical values of time required for landing, shear stresses and water depths. Two cases were tested. The first case consists of a hypothetical small-scale channel with cohesive riverbanks. Cross sections in the straight and curved part of the channel were compared to evaluate the curvature effect. Furthermore, the effect of the bank strength in the plan shape of the channel was tested in this case. The results show that the curvature increases the erosion rate in the outer bank and changes the cross-sectional profile by narrowing and widening the channel width. The plan shape of the channel changed as the bank strength was increased. In the second case, the model is compared with the River meander migration software (RVR meander) and the advantages and limitations of the model are discussed in terms of meander migration plan form and bank erosion processes. The results showed that the presented model is capable of simulating asymmetric bends.


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