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Rivers. 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. Drainage Basins: Where the water comes from.
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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)