scholarly journals Channel change and bed-material transport in the Lower Chetco River, Oregon

Author(s):  
J. Rose Wallick ◽  
Scott W. Anderson ◽  
Charles Cannon ◽  
Jim E. O'Connor
Author(s):  
J. Rose Wallick ◽  
Jim E. O'Connor ◽  
Scott Anderson ◽  
Mackenzie K. Keith ◽  
Charles Cannon ◽  
...  

Author(s):  
J. Rose Wallick ◽  
Jim E. O'Connor ◽  
Scott Anderson ◽  
Mackenzie K. Keith ◽  
Charles Cannon ◽  
...  

2009 ◽  
Author(s):  
J. Rose Wallick ◽  
Scott W. Anderson ◽  
Charles Cannon ◽  
Jim E. O'Connor

1994 ◽  
Vol 21 (5) ◽  
pp. 770-777 ◽  
Author(s):  
T. J. Chandler ◽  
R. A. Kostaschuk

Predictions from 13 bed-material load sediment transport models are compared with 19 measurements of bed-material transport in Nottawasaga River, Ontario, using summary plots and geometric statistics. Model selection is based on recent engineering application and suitability for the flow and sediment conditions of the river. The models of Laursen (1958) and Yang (1979) perform best, followed by those of Ackers and White (1973). The models of Van Rijn (1984), Maddock (1976), Karim and Kennedy (1983), Brownlie (1981), and Yang (1973) have considerable data scatter. The models of Engelund and Hansen (1967) and Shen and Hung (1972) are the poorest predictors. Poor model performance is primarily due to overestimation of flow strength needed for particle entrainment and an excessively steep slope in the relations between flow strength and sediment transport. Key words: bed-material load transport models, test, Nottawasaga River.


1980 ◽  
Vol 117 (5) ◽  
pp. 437-446 ◽  
Author(s):  
J. R. L. Allen

SummarySand waves are such comparatively immobile transverse bedforms because they occur in tide-induced oscillatory bottom boundary layers typified by a steady velocity-component that generally is small compared to the amplitude of the periodic part. Consequently, the net bed-material transport rates, responsible for the long-term translation of the sand waves, typically are very small compared with the larger of the instantaneous rates. Sand waves should, therefore, be marked internally by series of erosional or, under restricted circumstances, non-depositional master bedding surfaces, each such surface, together with an associated comparatively thin sediment increment, being attributable to one sand-driving tide. Studies of modern sand waves, and investigations in the stratigraphic record, lend support to this conclusion. A further consequence of the regime of intense reworking under which sand waves exist is that their component grains should be in all ways more mature, other things being equal, than particles transported the same net distance by rivers.


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