Title: Lecture Outlines Natural Disasters, 7th edition
1Lecture OutlinesNatural Disasters, 7th edition
2FloodsNatural Disasters, 7th edition, Chapter 14
3Floods
- Rainfall varies in intensity and duration
- In small drainage basin, short-lasting maximum
floods - In large drainage basin, maximum floods for weeks
- Events of past ? forecast of future events
- Largest past event likely to be exceeded at some
point - Floods of River Arno through Florence
4Side Note A Different Kind of Killer Flood
- Unusually hot January in Boston caused molasses
in heated tank to expand and burst container - 2.3 million gallons of molasses flooded out as 9
m high wave - Killed 21 people and injured 150 people
- Many trapped in molasses after it cooled and
congealed
Figure 14.2
5How Rivers and Streams Work
- Longitudinal Cross Section of a Stream
- Cross-sectional plot of streams bottom elevation
vs. distance from source - Profile for almost any stream is smooth, concave
upward, with steeper slope near source and
flatter slope near mouth - Base level level below which stream can not
erode
- Ocean, lake, pond or other stream into which
stream flows - Profiles are similar for all streams because of
equilibrium processes
Figure 14.3
6How Rivers and Streams Work
- The Equilibrium Stream
- Streams act to seek equilibrium, state of balance
- Change causes compensating actions to offset
- Factors
- Discharge rate of water flow, volume per unit of
time - Independent variable (stream can not control)
- Available sediment (load) to be moved
- Independent variable (stream can not control)
- Gradient slope of stream bottom
- Dependent variable (stream can control)
- Channel pattern sinuosity of path
- Dependent variable (stream can control)
7How Rivers and Streams Work
- Case 1 Too Much Discharge
- Too much water ? stream will flow more rapidly
and energetically - Response
- Excess energy used to erode stream bottom and
into banks - Sediment produced by erosion energy is used up
carrying sediment away - Erosion of stream bottom results in less vertical
drop ? flatter gradient ? slower, less energetic
water flow
Figure 14.4
8How Rivers and Streams Work
- Case 1 Too Much Discharge
- Too much water ? stream will flow more rapidly
and energetically - Response
- Erosion into stream banks creates meandering
pattern ? longer stream path, lower gradient ?
slower, less energetic water flow
Figure 14.6
Figure 14.7
9How Rivers and Streams Work
- Case 2 Too much load
- Too much sediment ? stream becomes choked
- Response
- Excess sediment builds up on stream bottom
- Buildup results in increased gradient ? water
flows faster and more energetically ? can carry
away more sediment
Figure 14.8
10How Rivers and Streams Work
- Case 2 Too much load
- Too much sediment ? stream becomes choked
- Response
- Channel pattern becomes straighter ? minimum
energy needed to flow distance - Islands of sediment form within channel, creating
braided stream pattern
Figure 14.9
11How Rivers and Streams Work
- Case 2 Too much load
- Too much sediment ? stream becomes choked
- Response
- Similar to stream overflowing and eroding away
landslide dam
Figure 14.10
12How Rivers and Streams Work
- Graded Stream Theory
- Delicate equilibrium maintained by changing
gradient of stream bottom ? graded stream - Typical stream
- Too much load, too little discharge in upstream
portion ? braided pattern - Too much discharge, less load in downstream
portion ? meandering pattern - Change in response to seasonal changes, changes
in global sea level, tectonic events
13The Floodplain
- Floors of streams during floods
- Built by erosion and deposition
- Occupied during previous floods, and will be
occupied again in future floods
Figure 14.11
14Side Note Feedback Mechanisms
- Negative feedback system acts to compensate for
change, restoring equilibrium - Positive feedback change provokes additional
change, sending system in vicious cycle
dramatically in one direction - Desirable in investments accumulating interest
- Undesirable in debts accumulating interest charges
15Flood Frequency
- Larger floods ? longer recurrence times between
each - Analyze by plotting flood-discharge volumes vs.
recurrence interval, construct flood-frequency
curve
- Flood-frequency curves different for different
streams - Can be used to estimate return time of given size
flood - 100-year flood used for regulatory requirements,
has 1 chance of occurrence in any given year - Difference between yearly probability, cumulative
probability
Figure 14.12
16In Greater Depth Constructing Flood Frequency
Curves
- Impossible to know exactly when floods will
occur, but can predict statistical likelihood
over period of time - Steps in construction
- Record peak discharge for each year, rank years
accordingly
Figure 14.13
- For each years maximum flood, calculate
recurrence interval (N 1) / M, where N
number of years of records, M rank - Plot recurrence interval vs. discharge for each
year, connect points as best-fit line - Longer records of floods ? better flood frequency
curves
17Flood Styles
- Several causes
- Local thunderstorm ? flash (upstream) flood
lasting few hours, building and ending quickly - Rainfall over days ? regional (downstream) floods
lasting weeks, building and dissipating slowly - Storm surge of hurricane flooding coastal areas
- Broken ice on rivers can dam up, block water flow
? fail in ice-jam flood - Short-lived natural dams (landslide, log jam,
lahar) fail in flood - Human-built levees or dams fail in flood
18Flash Floods
- Thunderstorms can release heavy rainfall,
creating flash floods in steep topography - Flash floods cause most flood-related deaths
- 50 of flood-related deaths are vehicle-related
- Only two feet of moving water required to lift
and carry away average car
Figure 14.14
19Flash Floods
- Antelope Canyon, Arizona, 1997
- Narrow slot canyons of tributaries to Colorado
River - Thunderstorm releasing rain to form flash flood
may occur too far away to hear or see - 12 hikers killed by flash flood in 1997
Figure 14.15
20Flash Floods
- Big Thompson Canyon, Colorado, 1976
- Centennial celebrations brought thousands to
canyon - Stationary thunderstorm over area dumped 19 cm of
rain in four hours - Runoff created flash flood up to 6 m high, 25
km/hr
Figure 14.17
21Flash Floods
- Big Thompson Canyon, Colorado, 1976
- 139 people killed, damage totaling 36 million
Figure 14.18
22Flash Floods
- Rapid Creek, Black Hills, South Dakota, 1972
- Pactola Dam built in 1952 to give flood
protection and water supply to Rapid City, on
Rapid Creek ? increased development of floodplain - Stationary thunderstorm poured up to 38 cm in six
hours - Canyon Lake overflowed as Canyon Lake dam broke,
flooding Rapid City - 238 people killed, 664 million in damages
- Floodplain remains undeveloped ? greenbelt
- No one should sleep on the floodway.
23Flash Floods
Rapid Creek, Black Hills, South Dakota, 1972
Figure 14.19
24Regional Floods
- Inundation of area under high water for weeks
- Few deaths, extensive damage
- Large river valleys with low topography
- Widespread cyclonic systems ? prolonged, heavy
rains - In U.S., about 2.5 of land is floodplain, home
to about 6.5 of population
25Regional Floods
- Red River of the North unusual northward flow
(spring floods) - Geologically young shallow valley
- Very low gradient slow flowing water tends to
pool - As winter snow melts, flows northward into still
frozen sections, causing floods
26Regional Floods
- Red River of the North
- 1997 record floods
- Fall 1996 rainfall four times greater than
average - Winter 1996 freezing began early, causing more
ice in soil - Winter 1996-7 snowfalls more than three times
greater than average - Rapid rise in temperature melted snow and ice in
soil - Floodwaters flowed slowly northward, flooding
huge areas of North and South Dakota, Minnesota
and Manitoba
27Regional Floods
- Mississippi River System
- Greatest inundation floods in U.S.
- Third largest river basin in world
- Drains all or part of 31 states, two Canadian
provinces - System includes almost half of major rivers in
U.S. - Average water flow in lower reaches is 18,250
m3/sec - Water flow can increase fourfold during flood
28Regional Floods
Mississippi River System
Figure 14.20