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36 Pages
Lecture25
Course: EAS 101, Spring 2011School: Saint Louis
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Word Count: 1298
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Water Streamflow Factors Running that determine velocity Channel shape and size The more circular the channel cross-section, the less friction there is overall, and thus the velocity can be higher. 1m/s 2 3 4 1 6 Figure 16.5 Streamflow A river discharge also increases downstream due to the contribution of numerous upstream tributaries. Thus, we see that 1) velocity, 2) channel size, and 3) discharge...
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Water
Streamflow
Factors Running that determine velocity Channel shape and size The more circular the channel cross-section, the less friction there is overall, and thus the velocity can be higher.
1m/s 2
3
4
1
6
Figure 16.5
Streamflow
A river discharge also increases downstream due to the contribution of numerous upstream tributaries. Thus, we see that 1) velocity, 2) channel size, and 3) discharge increase downstream (e.g., Missouri - Mississippi river system).
Figure 16.6
Figure 16.31
(colored circles are not real data)
Base level and graded streams Base level is the lowest point to which a stream will flow Two general types of base level Ultimate base level is sea level Local or temporary (e.g., lakes, reservoirs) Changing conditions causes readjustment of stream activities Raising base level causes deposition of sediments Lowering base level causes erosion of sediments
Sedimentation in reservoir Figure 16.9
Sediments in streams
Transport of sediment by streams Transported material is called the streams load More swiftly flowing water can generally carry large sediment particles Types of load Dissolved load - half material being carried down Mississippi River is dissolved Suspended load - generally silts and clays Bed load - generally gravels and sands
High suspended load
low suspended load
http://www.bigskyfishing.com/RiverFishing/Central-MT-Rivers/missouririver/Missouri_Photo_Gallery/Missouri RiverPhotographs/images/dearborn_con fluence.jpg
Scenario: River 1 flows at 0.5 cm/sec River 2 flows at 10 cm/sec.
River 1 carries clays and silts. River 2 carries clays, silts, & sands
river 2
river 1
http://epswww.unm.edu/facstaff/gmeyer/eps481/481fluvial.htm
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
Figure 16.15
Typical features of streams
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
Figure 16.27
Special type of meandering stream that is incised or cut into the bedrock
Figure 16.28
http://www.unomaha.edu/geomorf/ Todd/IMAGES/Pic006.jpg
Cut bank Point bar
Figure 16.14
el chann igrates m a nd erally m lat a wnstre do
Figure 16.14
Numerous meandering channels in Alaska
http://daac.gsfc.nasa.gov/DAAC_DOCS/geomorphology/GEO_4/GEO_PLATE_F-11.HTML
point bar
Figure 16.24B
http://www.physicalgeography.net/fundamentals/10z.html
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
Sediments in streams
Typical features of streams
Bars - accumulation of coarser sediment (e.g., gravel) in or adjacent to channel
bar cobbles
channel
bar
c l nne ha
http://www.physicalgeography.net/fundamentals/images/gravel_bar.jpg
http://seattle.about.com/library/photos/olympicpark/converg.jpg
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
Figure 16.16
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
Figure 16.26
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
http://www.csus.edu/indiv/s/slaymaker/Archives/Geol10L/oxbowlake.jpg
http://www.uwsp.edu/geo/faculty/ritter/images/lithosphere /fluvial/oxbow_lake_small.jpg
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
http://www.csus.edu/indiv/s/slaymaker/Archives/Geol10L/backswamp.jpg
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
http://www.mvk.usace.army.mil/offices/pp/Yazoobackwater/images/vic_map.jpg
Channels Braided channels Meandering channels Bars Floodplain Natural levees Oxbow lakes Back swamps Yazoo tributaries Deltas
()
Note the high vegetation in Nile Very delta. important for Egypt. Figure 16.19
Figure 16.20
Floods
Floods are the most common and most destructive geologic hazard Types of floods Regional floods - large rivers; develop slowly Flash floods - small rivers; very quick events Dam failure Causes of flooding Result from naturally occurring and human-induced factors Example: urbanization results in less infiltration (concrete!), greater runoff, and more severe flooding Flood control Engineering efforts Artificial levees Flood-control dams Channelization Nonstructural approach through sound floodplain management
Floods
Types of floods Regional floods large rivers develop slowly Affects large number of people
Figure 16.36
Floods
Types of floods Flash floods small rivers very quick events Can be deadly but really affects only a few people
http://www.publicaffairs.noaa.gov/budget99/flash%20flood%20warnings.GIF
Flash floods are the number one weather related killer in the United States. Flash floods occur within a few minutes or hours of excessive rainfall, a dam or levee failure, or a sudden release of water held by an ice jam. Lead times for flash floods have increased from 18 to 42 minutes over the past four years. This means that communities have more time to evacuate people in the flood zone, thereby reducing the loss of life.
Floods
Types of floods Dam failure
Failure of the Teton Dam near Rexburg, Idaho on Saturday June 6, 1976. At 350 feet, this is the highest dam that has ever failed. The cost of the damage was just about $1 billion.
http://web.umr.edu/~rogersda/dams/Failure%20of%20Teton%20Dam.jpg
Floods
Types of floods Dam failure - Taum Sauk Reservation AmerenUE ran the hydroelectric plant to produce electricity during the day, when demand peaked. Water drops 700 through pipes to the electrical generators. At night, the water is pumped back up to the high reservoir.
before
http://upload.wikimedia.org/wikipedia/en/3/3d/Tscompare.jpg
http://upload.wikimedia.org/wikipedia/en/0/03/Taum_Sauk_power_plant.jpg
On 5:12 AM, December 14, 2005, water topped the reservoir because a faulty sensor did not stop the pumps. The water eroded the margin of the reservoir and released all of the water. It flowed downhill, wiped out one family (they all survived), and destroyed the Johnston Shut-in State Park. AmerenUE was fined $15 million for the failure.
http://www.ferc.gov/images/photogallery/taum-sauk/12_22_05_02.jpg
http://www.ferc.gov/images/photogallery/taum-sauk/12_22_05_01.jpg
http://www.ferc.gov/images/photogallery/taum-sauk/12_22_05_03.jpg
http://upload.wikimedia.org/wikipedia/en/3/34/Taum_Sauk_upper_aerial-USGS-Picture037.jpg
http://upload.wikimedia.org/wikipedia/en/3/3d/Tscompare.jpg
Floods
Causes of flooding Result from naturally occurring and human-induced factors Example: urbanization results in less infiltration (concrete, roofs), greater runoff, and more severe flooding concrete / asphalt parking lot
roof and gutters
http://www.sdraingutters.com/titan.htm
http://www.water.hut .fi/wr/research/urban /tutkimusalueet/Valli kallioC1.jpg
http://www.floridastars.org/icons/NPB/parking_lot.jpg
http://www.camrose.com/engineer/water/catch.jpg
Floods
Flood control Engineering efforts Artificial levees
artificial levee flood plain
http://www.miyazaki-mic.ac.jp/faculty/spayne/001.JPG
Floods
Flood control Engineering efforts Artificial levees Flood-control dams
Missouri river
http://espn.go.com/winnercomm/outdoors/co nservation/i/P2_c_col_IWLA_Missouri.jpg
http://pic.templetons.com/brad/pano/midpano/gc-dam-tall.jpg
Flood control Engineering efforts Artificial levees Flood-control dams
Floods
Construction of new dams/reservoirs peaked in the 1960s. Now there are almost no new development.
http://pubs.usgs.gov/circ/circ1223/images/fig5.gif
Floods
Flood control Engineering efforts Artificial levees Flood-control dams Channelization
http://wwwaux.cerc.cr.usgs.gov/MICRA/images/channelization.jpg
Floods
Flood control Nonstructural approach through sound floodplain management
Preserve existing wetlands / create new wetlands in floodplains
http://en.wikipedia.org/wiki/Wetlands
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