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Dimitri Abbado & Rudy Slingerland Department of Geosciences, Penn State University Norman D. Smith Department of Geosciences, University of Nebraska with help from Manuel Filgueira-Rivera and Matt Machusick. The Origin of Anastomosis on the Columbia River, British Columbia.
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Dimitri Abbado & Rudy Slingerland Department of Geosciences, Penn State University Norman D. Smith Department of Geosciences, University of Nebraska with help from Manuel Filgueira-Rivera and Matt Machusick The Origin of Anastomosis on the Columbia River, British Columbia
Background • Anastomosed rivers consist of two or more interconnected, co-existing channel belts that enclose flood basins. • Anastomosed rivers typically possess: • low flow strengths, episodic flows, frequent overbank flows • tough banks • excess sediment supply
Background (cont.) Columbia River, B.C.
What Causes Anastomosis? • Two classes of explanation: • Anastomosis is a consequence of frequent avulsions and slow abandonment of earlier channel belts • A chance by-product of the competition between channel creation and abandonment • Immediate causes of avulsions: rise in base level or high rates of aggradation • Immediate causes of slow abandonment: low sediment levels, low stream power, and tough consolidated floodplain mud, although few data exist
What Causes Anastomosis? • Two classes of explanation: • Anastomosis is an equilibrium fluvial form where channels are adjusted in geometry, number, and hydraulic friction to just transmit imposed water and sediment discharges • Where gradient cannot easily be increased to carry an imposed sediment load, a switch from one to many channels leads to an increase in sediment transport rate per unit water discharge
Purpose of this Research • To better understand the hydraulic and sedimentologic factors responsible for forming the anastomosed reach of the upper Columbia River in British Columbia, Canada • To test the hypothesis that anastomosis increases sediment transport rates through a reach and therefore may be an equilibrium channel pattern
Study Reach • Upper Columbia River near Golden, British Columbia, Canada
Study Reach (cont.) • Morphology of typical floodbasin
Study Reach (cont.) Active inlet to floodbasin early In flood season
Study Reach (cont.) Interior of floodbasin
Study Reach (cont.) Exit of floodbasin
Study Reach (cont.) • Makaske’s (1998) cross section showing stability of channels over 1000’s of years.
Longitudinal Variations in Anastomosis & Related Features • Water Surface Slope & Active Channels
Longitudinal Variations in Anastomosis & Related Features • Crevasse Splay Activity
Longitudinal Variations in Anastomosis & Related Features • Valley Width, Alluvial Fan Area, Bed Material Size
Longitudinal Variations in Anastomosis & Related Features • Aggradation Rates in Steep Reach • Sediment budget for one floodbasin during rising limb in year 2000: 4 mm/yr. • Is this higher than: • Locking (1983) 3.7 mm/yr? • Smith (1983) 1.5 to 6mm/yr? • Makaske (1998) 1.7 mm/yr?
Longitudinal Variations in Anastomosis: Conclusions • the Columbia River can be divided into two sub-reaches: 1) a 20 km long, highly anastomosed reach with 3-5 channels, and 2) a 50 km long, weakly anastomosed reach containing 1-3 channels • The highly anastomosed reach begins immediately downstream from the Spillimacheen tributary, a major source of sediments in the valley • This reach is steeper, contains a higher number of crevasse splays, possibly sits in a wider valley, and contains a coarser bed material
Why? • Nanson, Knighton, and Huang argue that anabranching rivers maximize bed sediment transport • Is this what the Columbia is doing? • To answer this question, we compute the theoretical total sediment flux for two reaches of Columbia using modified Bagnold and Rouse • Reach A has one channel of W/D = 40; reach B has three channels, each with W/D = 10, consistent with Columbia channels. For both cases, Qtot = 125 m3/s, S = 0.0001, and n = 0.026
Are Multiple Channels More Efficient at Transporting Sediment? • Results • For 1 channel: Qstot = 0.0077 m3/s • For 3 channels: Qstot = 0.0075 m3/s • Results similar for van Rijn transport laws
Conclusions: A Conjecture • Large sediment input of Spillimacheen tributary over last few millennia could not be transported by Columbia River, given its regional gradient • Aggradation of Columbia channel led to increased levee overtopping • An increased number of crevasses promoted the formation of new channels through floodbasins
A Conjecture (cont.) • Higher valley slope from local alluviation increased sediment transport enough to stablize the system, allowing multiple channels and intervening floodbasins to aggrade in-place for thousands of years • Increased efficiency of multiple channels not proven