Title: Fluvial Geomorphology
1Fluvial Geomorphology GRG 338-C Streamflow
(Discharge)
2- Importance
- geomorphic significance (performs work)!
- hydrology
- water resources
- ecological
3Big Thompson River, CO
4Rio Pánuco, San Luis Potosi
5Rio Tamuin, San Luis Potosi
6Mississippi River bank erosion, upstream of New
Orleans
7Rio Moctezuma, San Luis Potosi
8- Importance
- geomorphic significance (performs work)!
- hydrology
- water resources
- ecological
9Lower Rio Panuco _at_ Panuco, Veracruz
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11- Importance
- geomorphic significance (performs work)!
- hydrology
- water resources
- ecological
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15- Importance
- geomorphic significance (performs work)!
- hydrology
- water resources
- ecological
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19Flow Paths to Stream Channel
20- Sources of streamflow (discharge) have different
travel times - Runoff (throughflow)
- Ground water
Runoff
Ground water (base flow)
21- Hydrographs
- express the relationship between discharge and
time - single event hydrograph
22- Single event hydrograph
- shape a function of runoff and base flow
3
4
Discharge (m3/s)
2
5
1
6
Time (hours, days, weeks)
23Source of streamflow determines the hydrograph
shape
Runoff
Ground water (base flow)
24Elements of a single event hydrograph
Peak
Rising Limb
Falling limb
Discharge (m3/s)
Base flow
Runoff
Base flow
Time (hours, days, weeks)
25Continuity equation for discharge (Q) Q (m3/s)
V (m) A (m2)
Depth (D)
26w
d
d
Q ?qi
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28q1 0.64 m3/sec (5.0 0.85 0.15) q2 7.64
m3/sec (5.0 2.35 0.65) q3 30.9 m3/sec
(5.0 4.75 1.3) q4 46.0 m3/sec (5.0
5.75 1.6) q5 6.88 m3/sec (5.0 2.5
0.55) Q 92.1 m3/sec
v velocity (m/sec) d depth (m) w width
(m) Q, q discharge (m3/sec)
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30- Q stage rating curve
- standard procedure for estimating Q
Q (cms)
31floodplain
- Q stage rating curve
- uniform x-sec. geometry
Qbf
Q (cms)
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33- Q stage rating curve
- non-uniform x-sec.
- low high channel
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35- Q stage rating curve
- non-uniform x-sec.
- low floodplain
36Guadalupe Valley at Cuero, TX
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43Guadalupe valley at Cuero
44- Q stage rating curve
- single line
- assumes scour deposition during flood event
48
46
Stage (m)
44
75
50
25
Q (cms)
45- Channel scour (erosion) and deposition
(infilling) during Q event - influences rating curve
46b.
a.
c.
47Scour lt deposition
c.
a.
b.
48Scour lt deposition
c.
a.
b.
48
b.
46
Stage (m)
c.
45
a.
75
50
25
Q (cms)
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50Rising stage
Falling stage
51- Factors influencing the shape of hydrographs
- Precipitation characteristics
- Surface characteristics
- Basin characteristics
52- Factors influencing the shape of hydrographs
- Precipitation characteristics
- distribution
- intensity
- duration
- seasonality
53distribution
54- Factors influencing the shape of hydrographs
- Precipitation characteristics
- distribution
- intensity
- duration
- seasonality
55- Factors influencing the shape of hydrographs
- Precipitation characteristics
- Surface characteristics
- influence on runoff and baseflow!!
- Basin characteristics
56- b. Surface coverage
- Consider how influences infiltration and
runoff!!! - land use
- soils
- vegetation
57- Urbanization results in higher rates of runoff
due to a reduction in infiltration - influence on hydrograph??
Impervious cover
2.5 cm/hr
58Urban hydrology
Runoff high rates!
Ground water much lower!
59New Hydrograph due to increased impervious cover
- higher highs and lower lows
- steeper rising limb
- higher peak discharge
- steeper falling limb
- low base flow
Peak
Rising Limb
Falling limb
Discharge (m3/s)
Base flow
Runoff
Ground water
Time (hours, days, weeks)
60soils
Coarse-textured (gravel, sand)
Infiltration capacity (cm/hr)
Fine-textured (high clay content)
Time after onset of rainfall (hours)
61clay soil/geology
Sandy/gravel
Discharge (m3/s)
Time (hours, days, weeks)
62land use
Forest (original vegetation)
Infiltration capacity (cm/hr)
Corn field
Time after onset of rainfall (hours)
63agricultural (corn field)
forest
Discharge (m3/s)
Time (hours, days, weeks)
64- Factors influencing the shape of hydrographs
- Precipitation characteristics
- Surface characteristics
- Basin characteristics
65c. Influence of basin characteristics on
streamflow Assumes all other factors are
constant
area
Smooth vs. Flashy
slope
drainage density
shape
66- Streamflow Regimes
- discharge conditions over a year
- water year in U.S. (Oct 1. - Sept. 30th)
67- 1. Perennial streamflow regime
- humid regions flow all year long
- streamflow sustained by base flow between
rainfall events
68Streamflow Regimes 1. Perennial
Supplied by precip. events
Supplied by base flow
Discharge (m3/s)
69- 2. Intermittent streamflow regime
- semi-arid seasonal flow
- base flow sustains streamflow during wet season
Canadian River, TX Panhandle
702. Intermittent
Supplied by precip. events
Supplied by base flow
Discharge (m3/s)
Dry season no base flow
71- 3. Ephemeral
- arid flow only after a rainfall event
Monterrey, NL
72Streamflow Regimes 3. Ephemeral
Individual precip. events
No base flow!
Discharge (m3/s)
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76- Flood Recurrence Interval (RI)
- Avg. years between floods of equal or greater
magnitude - Annual peak Q
- RI (n 1 / N)
- n years of record
- N rank of a particular flood event
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78- Flood Recurrence Interval (RI)
- Avg. years between floods of equal or greater
magnitude - Annual peak Q
- RI (n 1 / N)
- n years of record
- N rank of a particular flood event
79July 3rd July 7th
Guadalupe River floodplain _at_ Cuero
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832002 1998 flood
842002
851998
2002
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