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The Evolution of a Tie Channel Joel C. Rowland & William E. Dietrich University California - Berkeley Source: Google Earth
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Goal of Study Develop a conceptual model for the development of a self-formed leveed channel created by a sediment-laden current entering still water
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What is a Tie Channel? Self-formed leveed channel Connect rivers to lakes Jet entering still water Bi-directional flow Stable 250 m Fly River, Papua New Guinea Tie channel
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Global distribution of known tie channels
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Raccourci Old River Tie Channel 65 km upstream Baton Rouge, LA Formed in 1851 2 km
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Why Raccourci Old River ? Largest known tie channel Largely unaltered channel in naturally functioning floodplain Unprecedented documentation of channel development Data sources: Historical records Hydrographic surveys (> 1880s) Aerial photographs (> 1940s) Satellite imagery ALSM data (Lidar) Long-term records for Miss River Field data
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Talk Outline Channel Characteristics –Morphology –Sedimentology Conceptual Model –Levee growth –Channel widening
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Channel Characteristics
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Long profile of channel levees and width Mississippi River Oxbow lake margin 1 km
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Channel bed from dam into lake mouth bar
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Channel and levee growth Vertically accretes Channel widens Levee flanks broaden
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Levees composed of sub-horizontal alternating layers Sand deposition: U* > Ws in channel, U* < Ws over levees Mud and organic deposition: U* < Ws everywhere
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TC Levee Coarse TC Levee Fine TC Bed Miss Susp Sed Miss Bed Incoming load sorted by tie channel processes silt sand clay
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Model of Channel Formation
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150 m Jet Sedimentation Large “quasi-2D” turbulent structures Scale with jet width Sweep across newly forming channel advecting sediment to margins
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150 m Localized shear along inundated levee crests ?
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Lake level < levee crest Large-scale advective transfer of sediments Lake level > levee crest Unpaired levee crests heights Super-elevated bends Asymmetric levee x-sections
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Concepts Watershed, 2005 Local advective transfer of sediments: Splays Locally erode crests Deposit on flanks
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Widening by mass failure and narrowing by sediment drapes
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Conclusions Channel selectively sorts and deposits incoming sediment Majority of levee sedimentation occurs during submerged/inundated conditions Splays redistributes sediments and broaden levees Channel width controlled by mass failures which are linked to levee height
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Acknowledgements
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