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8/2/2019 River Morphology
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EPS 50: Lecture 24
Rivers and Streams
Stream flow and transport
Stream morphology
Streams, rivers and human intervention
Water on Planet Earth
Rivers & lakes only 0.009 % of water
Streams are most important agent of landscape modificationand erosion in most environments
Worldwide, streams carry ~16 billion tons of sediment and ~3billion tons of dissolved matter each year
Pre-human transport might have been only ~50% of this
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Studying Rivers and Streams
Fresh water supply Transportation
Agriculture
Renewable, clean energy resource
Production of fertile floodplain soil
Flood hazard to communities
The Waters of California
CA stream flows: (1) Sierra Nevada
(plate tectonics)
(2) W-E winds
(the hydrologic cycle)
CAs most valuable and
contested resource 150 years of damming,
diverting and polluting
Most water goes to CentralValley agriculture
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EPS 50: Lecture 24
Rivers and Streams
Stream flow and transport
Stream morphology
Streams, rivers and human intervention
How Stream Waters Flow
Depends on flowvelocity, geometry(depth), viscosity(fluid dynamics)
The viscosity (low)and velocity (high)of stream waterusually results inturbulent flow
Smooth sheet-like flow at alow velocity, streamlines areparallel
Usually confined to edges andtop of stream
Irregular swirling flow
Occurs at most rates ofstream flow
Keeps particles in suspension
Laminar flow Turbulent flow
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Stream Discharge (Q)
Five importantconditions:
Channel width
Channel depth
Velocity
Gradient
Bed roughness
Q = v x A (depth x width)
A
v
Discharge (m3/s) = width (m) depth (m) velocity (m/s)
water cross section x velocity
30 m3/s 180 m3/s
Stream Flow Continuity
Q = v A
Given constant discharge
Reduction in area ==> faster flow
Changes in slope and roughness influence velocity and mustbe compensated by change in area
A balance ofdriving
and resisting forces
determines the natureof river flow :
Driving force = water weight x sin(bed slope)
Resisting force = river-bed area x river-bed shear stress
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Increased Flow Velocity
Increased suspended sedimentIncreased bed load transportIncreased saltation, rolling and sliding
Stream Sediment Transport
suspendedload
bed load
saltation
Particle Size vs. Current Velocity
Cohesion of clay and silt particles
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Bedforms Associated with Velocity
ripples ripples on dunes
structure produced by amigrating nearshorebar, Pliocene terracedeposits, Monterey Bay,California
www.usgs.gov
Stream Erosion Physical weathering, abrasion, plucking & pot holes
Potholes form by pebbles and gravel grinding inside eddies
Waterfall undercutting and headward erosion
Chemical and biological factors also contribute to erosion
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Work and graphics by David Finlayson,
Univ. of Washington
Missoula Flood(s) - 15,000years ago at close of ice age
~100 individualfloods
perhaps 1 every 50to 150 years
evidence: scour,huge-scalesediment deposits,wave-cut platforms
When the ice dam broke,
it sent ~800 meter wall ofwater racing at 100 kmph.
Ripple marks are 15-20meters in scale.
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Catastrophism
vs.
Uniformitarianism
Harlan Bretz first proposedfeatures were due tocatastrophic flooding,initially met with skepticism.
Floating ice dams and
subsequent flooding has nowbeen observed in Greenland,
Alaska and Himalayas (albeitat smaller scale).
EPS 50: Lecture 24
Rivers and Streams
Stream flow and transport
Stream morphology
Streams, rivers and human intervention
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The shape of a river
Rivers form channels, valleys andfloodplains
The shape of river flow varies fromstraight to sinuous andmeandering to braided
The longitudinal profile of a streamrepresents an attempt to achievegrade or equilibrium (reduce anddistribute work in natural system)
Adjustments to profile, channelcross section and channel patternsresult from changes in sedimentsupply, discharge and slope
Stream Longitudinal Profile
Base Level
All streams, large and small showthe same concave-up profile
Result of balance oferosion(incision) and deposition
Base level controls the elevationof the longitudinal profile
Erosion-dominant
Deposition-dominant
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Longitudinal Profile and Capacity
A
B
C
Knickpoints
Sudden breaks in slope due to faulting,lithology, tributaries, dams, etc.
Rapids develop at knickpoints
High gradient and high stream powerdownstream => Erosion
Low gradient and low competenceupstream => Deposition
Headward migration results
Mount, 1995
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Dams and Stream Longitudinal Profiles
Dams result in depositionupstream & erosion downstream
The stream depositssediment in the upperpart of the reservoir
The sediment-depleted streambegins to erodedownstream of thedam
Erosion on thecutbank
Deposition onpoint bar
Oxbow Lake
MeanderCutoff
Meander
Neck
Stream Meanders and Floodplains
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Lateral migration of streams creates river flood plain Sinuosity reflects balance of energy efficiency and distribution
as a function of load, gradient and discharge
Local disturbances in flow resistance encourage meandering
Why Meander?
Point Bar Meandering channel
Braided Streams
Some streams have multiple channels with numeroussand bars and repeatedly diverging and joining channelsforming an interlacing network
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Why Braid?
Attempt to dissipate excess energy
Related to steep gradients, highlyvariable water discharge, abundantcoarse load, and easily erodedbank material
Channel Form
Transition between straight,meander and braidedstreams is complexthreshold function ofdischarge, slope andsediment load
Large rivers and low slopestend to form floodplainmorphology in broad valleys
Mount, 1995
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Streams and Tectonics
Antecedent streams Longitudinal profile
adjusts to tectonics
Terraces are uplifted anddeformed by folding
Streams and Pre-existing Structure
Downcutting can cause astream to be superimposed ona pre-existing structure
Left-behind terraces followlongitudinal profile
Delaware water gap
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Alluvial Fans
Form at mountain fronts
Widening from narrowstream valley to broadvalley Loss ofcompetence andcapacity
Often related to
tectonic uplift
Drainage Networks
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Major American River Systems
Drainage divides bound drainage basins
EPS 50: Lecture 24
Rivers and Streams
Stream flow and transport
Stream morphology
Streams, rivers and human intervention
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Floods! Historically, many major cities
are built in floodplains
US flood cost is ~$1.5 billion/yr
Our attempts to harness riversare only partly successful
Building a Floodplain, One Flood at a Time
Low Natural LeveeOverbank flow results in theOverbank flow results in the
flooding of the floodplainflooding of the floodplain
Decreased flow velocityDecreased flow velocityresults in deposition ofresults in deposition of
suspended sedimentsuspended sediment
1996 Liuzhou, China
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Discharge Changes and Floods Stream flow
fluctuations can beimmense
Hydrologists oftencharacterize dischargeas X-year floods
The Eel River had adischarge of ~752,000cfs on Dec. 23, 1964 (>1993 Mississippi flood)
?Skytomish River, Washington
1993 Mississippi Flood1992 1993
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1993 Mississippi Flood
500 - year flood (90-day volume)
Dense levee system confinedstream flow and led to sharpincreases in peak flow andcatastrophic flooding
~500 levee breaks allowed fordischarge on flood plains whichreduced impact on major citiesdownstream
Total estimated damage 16 billion
48 people killed
The Problem With Levees Levees protect from flooding onregular basis
BUT flow constriction during floodscauses water to flow fasteranddeeperincreasing stream power
Flooding occurs upstream(backup) and downstream duringbiggest floods
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The Problem With Levees
Levees protect from flooding onregular basis
BUT flow constriction duringfloods causes faster anddeeperflow, increasing stream power
Flooding occurs upstream(backup) and downstream duringbiggest floods
Flood enhancement through floodcontrol: Criss & Shock, Geology, 2001
Flood stages forconstantdischargehave increased 2-4 m over the pastcentury, mostly attributable tochannelization
Build more levees ?
FEMA Land buyouts &levee strengthening andbuilding
European model makemore room for the river
Now counterbalanced bymassive construction inflood plain:
Since 1993 28,000 homes,26% increase in
population, 26.8 sq km(6630 acres) of newcommercial and industrialdevelopment totaling 2.2billion dollars.
Mitigation Strategy