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Low Flow R² = 0.767 Peak Flow
R² = 0.8498
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
-6.0 -4.0 -2.0 0.0 2.0 4.0 6.0
Pred
icte
d
Observed
B. RANK ALL UNITS BY AREA WEIGHTED Dd AND AGGREGATE For Shitike Creek example, the initial 75 units (including edges) are ranked by area weighted Dd and progressively summed to create 58 1km2 units, accurately accounting for edge cells without over-or under-weighting.
REVISITING WATERSHED DRAINAGE DENSITY: New considerations for hydrologic prediction
Sarah L. Lewis, Mohammad Safeeq College of Earth Ocean & Atmospheric Sciences
Oregon State University, Corvallis, Oregon 97331
Anne Jefferson Department of Geology, Kent State University, Kent, Ohio 44242
Gordon E. Grant USDA Forest Service, PNW Research Station, Corvallis, Oregon 97331
5 – Predicting Peak and Low Flows
2 – Probability Distribution Functions & Statistics
3 – A Unique Example: The McKenzie River 4 – Scaling up to a regional view
80 watersheds along the length of the Oregon Cascades, with varying proportions of High Cascade geology, a proxy for low Dd. Watersheds on the drier, east side of the Cascade crest are limited by gage availability. Gage records range from 30 to 100 years, and were QAQC for diversion and regulation.
How to represent heterogeneity within a watershed? Grid method captures average watershed behavior and provides additional information about distribution of Dd within the watershed. Is this sensitive to grid size? 2km grid under-estimates Dd, especially in elongate basins; 0.5km grid doesn’t improve estimates and is computationally heavy.
Stepwise regression with p>0.05 stopping rule
A. OVERLAY A GRID ON NHD FLOWLINES AND CALCULATE Dd FOR EACH 1 KM2 UNIT.
Dd = Stream Length (km) Basin Area (km2)
(inverse of spacing btwn streams)
3rd Skewness asymmetry
Kurtosis = 2.71
Landscape level variation in standard descriptive statistics
% HC mean stdev skew kurtosis 0 3.15 1.33 0.04 0.06
21 3.07 1.37 0.08 -0.24 46 2.64 1.50 0.22 -0.38 75 2.04 1.36 0.52 -0.07
100 1.18 0.93 0.88 0.81
C. GENERATE PDFs AND DESCRIPTIVE STATISTICS
The Upper McKenzie River is a landscape of strong geologic contrasts. Sourced from the
young volcanic High Cascades, the upper streams are groundwater dominated and
rarely flood. Joined downstream by flashy tributaries running through the older, steep and highly-dissected Western Cascades, the
larger watersheds are a hybrid of the two distinct geologic and hydrologic regimes.
Dd:mean
•There is a strong theoretical basis for drainage density (Dd) as a landscape level predictor of flow, but its application has been met with mixed success.
•Dd, traditionally represented as a single average value, can also be represented as a probability distribution function (PDF) of a range of values, reflecting Dd heterogeneity within a watershed.
• In single watersheds and within nested systems, PDFs and L-moment statistics describing their shapes explain flow behavior better than average Dd.
• In some landscapes, PDF metrics can greatly improve our process-based understanding of how drainage density influences peak and low flows.
PDF for Shitike Creek is positively skewed to lower Dd values and mesokurtic (normal).
Western High Cascades Signpost
1 – Why Drainage Density (Dd)?
Normal distributions & standard descriptive (L-moment) statistics
y = 2.7024x1.5905
R2 = 0.8154
y = 3.0368x-0.9864
R2 = 0.1267
0.01
0.1
1
10
100
1000
1 10Drainage Density
Uni
t Dis
char
ge
2DdflowFlood ∝
21
DdBaseflow∝
HORTON + DARCY = CARLSTON, 1963
• Directly applicable to flow routing • Measurable at a landscape scale and in ungaged basins • Reflects interaction between geology & climate • Represents underlying geology (lithology, structure, age and history) • Theoretically related to key hydrologic properties
R² = 0.01 R² = 0.15
R² = 0.05
R² = 0.04
0.01
0.1
1
10
0.1 1.0 10.0 100.0
2 yr
Pea
k F
low
(m
3 /s/
km2 )
Dd (km/km2)
North Central Utah
Southern California
Indiana
Appalachian Plateau
Data from Patton and Baker, 1976 ; as discussed by Dingman, 1984.
BUT IT DIDN’T WORK SO WELL IN OTHER PLACES…INCLUDING OUR STUDY AREA IN OREGON High Cascades
Western Cascades
IN THEORY…
Dd:Mean= 1.209
Watershed Ave Dd= 1.219
Shitike Creek USGS #14082750
Mean: 4.5 Stdev: 1.7 Skew: 0.01 Kurtosis: 0.09 DA: 409km2
Mean: 2.5 Stdev: 1.9 Skew: 0.5 Kurtosis: -0.2 DA: 2409km2
Mean: 3.0 Stdev: 1.2 Skew: -0.4 Kurtosis: -0.3 DA: 117km2
Mean: 2.2 Stdev: 1.4 Skew: 0.1 Kurtosis: -1.2 DA: 62km2
Mean: 2.7 Stdev: 1.3 Skew: -0.4 Kurtosis: -0.7 DA: 194km2
Mean: 1.5 Stdev: 1.3 Skew: 0.8 Kurtosis: 0.1 DA: 238km2
Mean: 2.1 Stdev: 0.9 Skew: -0.1 Kurtosis: -0.7 DA: 40km2
Mean: 1.3 Stdev: 1.3 Skew: 0.9 Kurtosis: 0.2 DA: 901km2
Dd:stdev Dd:skew Dd:kurtosis
SUMMARY STATISTICS FOR 80 STUDY WATERSHEDS
Dd:mean Dd:stdev Dd:skew Dd:kurtosis
Low Dd:range Dd:mean Dd:skew
Precip Slope
logMaxEl
Peak Dd:mean Elev:mean Precip Slope
High Dd (4.8 km/ km2) Low Dd (1.6 km/km2)
This study, 80 watersheds in Oregon (see site figure, Panel 4, for USGS gage locations)
1st Mean equivalent to traditional watershed ave Dd
2nd Standard deviation variation
4th Kurtosis shape of peak, weight of tails
+ =
S. Fork Vida abv.Blue Lookout blw. Blue Clear Smith Bridge
Dd
Rela
tive
Freq
uenc
y (%
)
Mean = 1.21
Skew = 1.18
Stdev = 1.03
moment moment moment moment
Drainage Density (km/km2)
Rela
tive
Freq
uenc
y (%
)
Vida S. Fork blw.Blue Lookout abv.Blue Bridge Smith Clear
R² = 0.25
R² = 0.14
0
0.5
1
1.5
2
2.5
3
0
20
40
60
80
100
0.5 0.75 1 1.25 1.5 1.75 2
R² = 0.05
R² = 0.16 0
0.5
1
1.5
2
2.5
3
0
20
40
60
80
100
0 1 2 3 4 5
R² = 0.81
R² = 0.87
-0.5 0 0.5 1 1.5 2 2.5 3
0
20
40
60
80
100
-0.6 -0.1 0.4 0.9 1.4
R² = 0.57
R² = 0.59 -0.5 0 0.5 1 1.5 2 2.5 3
0
20
40
60
80
100
-1.5 -1 -0.5 0 0.5
2yr P
eak
Flow
7 day 2 yr Low Flow
1:24,000-scale NHD flowlines
To get a sense of how these statistics play out across the landscape, we rank them by
High Cascade geology. High Cascade dominated watersheds have lower
Dd:mean and are also positively skewed.
CROSS CORRELATION OF L-MOMENT
STATISTICS FROM PDFS
PDFs help us understand how Dd works with respect to flow, but do
not necessarily improve models where landscape properties
(slope, relief) and climate (precip, snow) are incorporated
The ungaged upper McKenzie has very low Dd; this is reflected by the downstream most (Vida) PDF
mean stdev skew kurtosis area (km2) mean 1 stdev 0.60 1 skew -0.75 -0.37 1
kurtosis -0.16 -0.27 0.63 1 area (km2) 0.08 0.33 0.00 -0.11 1
PRELIMINARY MODELING RESULTS
R² = 0.23
R² = 0.20 0
2
4
6
8
10
12
14
0
20
40
60
80
100
120
140
0.000 1.000 2.000 3.000 4.000 5.000 6.000
2yr 7
-day
Low
Flo
w (m
m/d
ay)
2yr P
eak
Flow
(mm
/day
)
Watershed Average Dd (km/km2)