Channel Adjustment and Floodplain Development Following Dam Removal

Author(s):  
J. A. Riggsbee ◽  
R. G. Wetzel ◽  
M. W. Doyle



Author(s):  
Christopher A. Curran ◽  
Christopher P. Konrad ◽  
Johnna L. Higgins ◽  
Mark K. Bryant


2015 ◽  
Vol 2015 (9) ◽  
pp. 1316-1345
Author(s):  
Dan DeVaun ◽  
Troy Naperala ◽  
Andy Selle
Keyword(s):  


2018 ◽  
Vol 2018 (7) ◽  
pp. 5714-5721
Author(s):  
Jaren Hiller ◽  
Paul Drew ◽  
Thomas Chapman ◽  
Jeremy Triebenbach
Keyword(s):  








2013 ◽  
Author(s):  
K. M. Kosky ◽  
T. D. Straub ◽  
D. P. Roseboom ◽  
and G. P. Johnson


Author(s):  
David K. Ralston ◽  
Brian Yellen ◽  
Jonathan D. Woodruff

AbstractObservations and modeling are used to assess potential impacts of sediment releases due to dam removals on the Hudson River estuary. Watershed sediment loads are calculated based on sediment-discharge rating curves for gauges covering 80% of the watershed area. The annual average sediment load to the estuary is 1.2 Mt, of which about 0.6 Mt comes from side tributaries. Sediment yield varies inversely with watershed area, with regional trends that are consistent with substrate erodibility. Geophysical and sedimentological surveys in seven subwatersheds of the Lower Hudson were conducted to estimate the mass and composition of sediment trapped behind dams. Impoundments were classified as (1) active sediment traps, (2) run-of-river sites not actively trapping sediment, and (3) dammed natural lakes and spring-fed ponds. Based on this categorization and impoundment attributes from a dam inventory database, the total mass of impounded sediment in the Lower Hudson watershed is estimated as 4.9 ± 1.9 Mt. This represents about 4 years of annual watershed supply, which is small compared with some individual dam removals and is not practically available given current dam removal rates. More than half of dams impound drainage areas less than 1 km2, and play little role in downstream sediment supply. In modeling of a simulated dam removal, suspended sediment in the estuary increases modestly near the source during discharge events, but otherwise effects on suspended sediment are minimal. Fine-grained sediment deposits broadly along the estuary and coarser sediment deposits near the source, with transport distance inversely related to settling velocity.



Author(s):  
Matthew J. Cashman ◽  
Allen Gellis ◽  
Eric Boyd ◽  
Mathias Collins ◽  
Scott Anderson ◽  
...  


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