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Delve into the importance of rivers, their drainage basins, patterns, and channels. Learn about sediment transport, velocity, and the impact of land use changes on river ecosystems. Explore Florida's river systems.
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Why important? Flooding has tormented civilization for a long time.
But… we continue to occupy low-lying regions adjacent to rivers.
Must understand ENTIRE river system… not just the region occupied by water on most days.
Basic Terminology: Flood plain -area adjacent to river channel Streams and Rivers • Runoff-portion of moving across the surface • Drainage basin -area drained by single stream • Slope-gradient of a stream (drop/unit of length) • Longitudinal profile -plot of elev. vs. length • Cross-section- profile across a stream valley • Plan view- two dimensions, map view • Base level- lowest level that a stream can erode its bed • Stream power = discharge X slope X unit weight of water
Measuring and Calculating Discharge • Continuity Equation • Discharge Q= V x A or V x W x D blackboard example of conservation of discharge • Reach -river area under study
Channel Patterns Channel Patterns • Braided • Meandering • Point bars • Riffles and pools • Oxbows • Anastomosing • Multiple channels • Gulf Coast (Fl, La) Riverine environment--the river and adjacent floodplain
Channel Patterns – Braided Rivers Nizina river, Alaska
Avulsion – “permanent” change in a river’s course 1952 1988 McMurdo Basin, Columbia River, B.C.
Sediments in Rivers • Competence-largest particle a stream can transport • Capacity-total load a stream can carry • Streams and Rivers • Transport of rock cycle • Erosion and sediments • Total load • Suspended load • Bed load • Dissolved load
Velocity/Shear Stress, Erosion, and Deposits • Alluvial fan-change in slope • Bajada -coalescing alluvial fans • Delta -form at the mouth of some rivers • Distributaries -streams that flow on deltas
Effects of Land Use Change • Change in stream profiles • Development • Dam construction Modification of Continuity Equation • Q = C x i x A (C = Coefficient of infiltration; i =intensity of rainfall; A-area)