Hydrologic network metrics based on functional distance and stream discharge PowerPoint PPT Presentation

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Title: Hydrologic network metrics based on functional distance and stream discharge


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Hydrologic network metrics based on functional
distance and stream discharge
  • David Theobald Mary Kneeland
  • Natural Resource Ecology Lab
  • Dept of Recreation Tourism
  • Colorado State University
  • Fort Collins, CO 80523 USA
  • May 16, 2003

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  • Goal develop approaches for spatio-temporal
    design and modeling in order to further our
    understanding of aquatic resources
  • Objectives, to develop
  • 1. spatio-temporal models for a continuous
    response,
  • 2. spatio-temporal models for count and/or
    categorical data,
  • 3. design and analysis methods for data collected
    at different scales.

3
STARMAP Projects
  1. Combining environmental datasets (Hoeting)
  2. Local inferences (Briedt)
  3. Development and evaluation of landscape
    indicators (Theobald)
  4. Extension and outreach (Urquhart)
  5. Integration and coordination (Urquhart)

4
Big questions
  • Broad-scale processes (e.g., acid deposition in
    Mid-Atlantic region) to watershed processes
  • Probability-based sampling for state compliance
    to CWA
  • Sampling perennial/intermittent streams (I.e.
    flow all year for most years)
  • What is perennial and shouldnt be? (24)
  • What is not included and should be? (18)
  • Fragmentation of hydrologic regime on biodiversity

5
Goals of indicator development
  • Develop and evaluate landscape-level indicators
    suitable for spatial and temporal analyses of
    EMAP data
  • Investigate limitations of currently-available
    data and offer new, robust methodologies

6
Overview of presentation
  • Link watershed and hydrologic network in every
    respect, the valley rules the stream. Hynes
    1975
  • From surrogates to direct measures
  • Towards network-based metrics

7
Indicators that measure watershed characteristics
and aquatic ecology Reviews
  • 1. Land use in entire watershed vs. riparian
    buffer (IBI)
  • watershed better Richards et al. 1996
  • buffer better Arya (1999) Lammert and Allan
    (1999)
  • 2. Other indicators
  • - road density (Bolstad and Swank)
  • - dam density (Moyle and Randall 1998)
  • - amount of roads near streams (Moyle Randall)
    and Arya (1999)

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Key measuring watershed-stream linkage?
  • 1. Lumped measures
  • - , , density
  • 2. Spatially-explicit
  • - Euclidean distance
  • 3. Network-based (directional, cumulative)
  • - Strahler stream order
  • - Length of stream line
  • - Watershed area
  • 4. Direct network-based
  • - Discharge?!

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1. Lumped
  • agricultural, urban
  • Ave road density
  • Dam density (Moyle and Randall 1998)
  • mines
  • Road length w/in riparian zone

Southern Rockies Ecosystem Project. 2000.
EPA. 1997. An ecological assessment of the US
Mid-Atlantic Region A landscape atlas.
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1. Lumped (cont.)
  • ArcINFO, Basinsoft (Harvey and Eash 1996)
  • Drainage area, shape, relief
  • O1 streams, main channel length, stream density

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2. Spatially-explicit, Distance
  • As the crow flies (Euclidean)

12
3. Network-basedDistance
  • As the seed floats (downstream)

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Distance
  • As the fish swims (down up stream)

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Distance
  • Upstream length
  • mainstem (2)
  • arbolate (1234)

15
Upstream 66 km
Mainstem Upstream 37 km
Network 16 km (down) 6 km (up)
Downstream 298 km
RWTools ArcView v3 extension
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Direct measures
  • Surrogate, e.g. Strahler order
  • The usefulness of stream order assumes, with a
    sufficiently large sample, that order is
    proportional to stream discharge
  • Strahler 1957
  • Ordinal data
  • Not robust to data artifacts

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Link watershed and network
  • 1 to 1 relationship between stream reach and
    catchment
  • Need robust method of delineation for
  • large extents

19
Pilot area Colorado, Yampa
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Smart bump delineation
  • 1. Reach catchment
  • - flowdirection 30 m DEM
  • - watershed from buffered hydrology (USGS NHD
    1100K)
  • 2. Differentiate local ridges (artifacts) from
    true catchment boundary
  • - smart bump using ZONALMIN
  • 3. Remove conversion slivers at shared boundaries
  • - regiongroup
  • - if lt10 cells, NIBBLE
  • Currently, 1-2 days processing time per basin

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Comparison of automated vs. hand-delineated
  1. Randomly selected 111 (out of 2151 watersheds)
  2. Computed area of automated vs. hand-delineated
    (truth)
  3. RMSE 204.39 (in ha)
  4. Mean error 2.4
  5. Challenges in defining commensurate watersheds

22
Hand-delineated truth watersheds
  • 11 error

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Reaches are linked to catchments
  • 1 to 1 relationship
  • Properties of the watershed can be linked to
    network for accumulation and networking
    operations
  • Ordinal value (order) to real value (length,
    area, etc.)

24
Networking
  • Import into ArcGIS Geometric Network
  • Use networking tools, e.g.
  • 1. Set flag
  • 2. Trace upstream
  • 3. Trace downstream

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4. Direct metric stream discharge
  • Physical-based model
  • Q Precipitation Evapotranspiration
  • Q is VMAD (Virgin Mean Annual Discharge)

26
USGS Stream Gauges
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R20.7282 P-value3.407e-006
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Surrogate ? Direct metric
  • Order
  • Area
  • Discharge

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Fragmentation and flow regulation
  • Deynesius and Nilsson, Science (1994) 77 of
    upper 1/3 of northern hemisphere rivers are
    strongly or moderately affected
  • - F regulated/total channel length
  • - R of VMAD (cumulative reservoir live,
    gross capacity)

RCL
TCL
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Alteration of natural flow regime
  • Accumulation of dam storage

Tributaries below dams mediating flow
modification?
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Flow modification
  • How to measure relative modification of
    hydrologic regime?
  • 1. Degree of modification to flow cumulative
    annual flow cum. dam max. storage
  • Q Q-S
  • 2. Proportion of modified to VMAD (natural)
    flow
  • F Q/Q

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Reservoirs
Dam shadow
High
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Or/CO
  • Table of output data
  • Expand this to other factors e.g., geology,
    vegetation, etc.
  • Linked to rest of data

36
EMAP sites
37
Oregon
dam accumulation overlap of catchment area
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Within catchment hydrologic distance
  • Moved from basins, HUCs and watersheds to stream
    reach catchments
  • Within catchment
  • Distance along hydro network distance (distance
    along the network upstream of pour point)
  • Allocation (using flat weight surface)

1
39
Challenges
  • Data
  • NHD 1100K
  • Dams NID
  • Processes
  • natural flow
  • diversions
  • ET

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Data attribute errors
Irrigation canals and pipelines incorrectly
attributed as river/stream
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Data positional error
Spatial location of dam locations is imprecise
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Data duplicates
Stagecoach reservoir is duplicated Challenges
of understanding diverse datasets
43
Data missing data?
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Scale
Dam on tributary that is not in 1100K network
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NID dams (red) gt 50 high, many other dams (in
yellow) and other structures!
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Dam data
47
Western Water Assessment, Figure 7
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Network metrics
  • Have foundation direct measure
  • Build on/refine existing metrics
  • first order streams
  • Main-channel length
  • Total stream length
  • Drainage density stream length / catchment area
  • Examine location within network and make
    available to statistical models

49
EMAP sites
50
Euclidean distance
2
  • Use x,y to create distance matrix
  • Reasonable for broad-scale processes

1
51
Hydrologic distance
2
  • Follows stream
  • network

4
3
1
52
Spatial weights
W
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1
0 1 0 0 0 1 0
1 0
1
1
2
3
5
4
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Functional distance
  • Reflect distance
  • weighted by
  • Stream gradient
  • Geology
  • Land use
  • Etc.

1.7
A
1.2
B
1.0
1.9
C
54
Functional weighting
W
0 0 0 0 0 0 0 0.7 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0.7 0 0 0 0.2
0.8 0 0.2 0.8 0 0 0.1 0.2 1.0 0.1
0.2 1.0 0
1
1
3
2
4
5
7
6
E.g., downstream hydrology
55
Connectivity matrix
To/ from 1 2 3 4 5 6 7
1
2
3 1 1
4 1 1 1
5
6
7 1 1 1 1 1 1
56
Functional spatial weights
Station Order Area overlap (, km2) Length (m) Discharge
1 ? 3 5 ? 5 982900/2952 4532 99.00
1 ? 4 5 ? 5 112900/25316 42568 15.00
1 ? 7 5 ? 5 112900/26001 58389 15.00
2 ? 3 1 ? 5 0.414/2952 23121 0.20
2 ? 4 1 ? 5 0.0514/25316 59715 0.04
2 ? 7 1 ? 5 1114/26001 75536 0.04
3 ? 4 5 ? 5 112952/25316 38105 15.00
3 ? 7 5 ? 5 112952/26001 53925 15.00
4 ? 7 5 ? 5 9725316/26001 15820 96.00
5 ? 7 2 ? 5 0.5145/26001 54964 0.80
6 ? 7 4 ? 5 0.5140/26001 30933 0.80
5
6
2
4
1
3
7
Station Discharge (kacft)
1 1501
2 4
3 1515
4 9651
5 84
6 82
7 9972
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Incorporate watershed conditions?
W
0 1 0 0 0 0 0 1 0 0
0 1 1 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0
1 0 1 0 1 0 0 1 0
0 1 0 1 0 0 0 0 0
1 0
1
1
3
2
4
5
7
6
E.g., macroinvertebrates
58
Challenges
  • Generating spatial weights matrix
  • O(n2) ? O(n)?
  • Functional (cost-weighted) spatial weights table

59
Products
  • Watershed-reach network database
  • GIS-based tool to develop functional spatial
    weights matrix
  • ArcGIS extension for hydrologic network metrics

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  • Thanks!
  • Comments? Questions?
  • Work funded by US-EPA STAR Cooperative agreement
    CR829095 awarded to CSU
  • STARMAP www.stat.colostate.edu/nsu/starmap
  • RWTools email davet_at_nrel.colostate.edu
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