identifying model structure and scale dependencies in complex systems donna m. rizzo college of...
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Identifying Model Structure Identifying Model Structure and Scale Dependencies in and Scale Dependencies in
Complex Systems Complex Systems
Donna M. RizzoDonna M. Rizzo
College of College of Engineering & Mathematical SciencesEngineering & Mathematical Sciences
University of Vermont, Burlington, VT University of Vermont, Burlington, VT
Forecast Modeling Forecast Modeling & Heuristic Optimization & Heuristic Optimization
MethodsMethods
“The extrapolations are the only things that have any real value. … Knowledge is of no real value if all you can tell me is what happened yesterday….you must be willing to stick your neck out.”
R. P. Feynmann,The Uncertainty of Science,John Danz Lecture, April 23, 1963
Minimize
= Real $$$ + * (Performance & Resource Targets)
NN
q F N F f C Ci treatik
w cap MCL
wp
11
( , , )
Multi-objective OptimizationMulti-objective Optimization
10
Performance-Cost “Ratio”
5
Rizzo and Dougherty, Water Resources Research, 30 (2), pp. 483-497, 1994.
Time (years)Time (years)
Mas
s (M
g)
Cos
t ($
10
M)
Mass Remaining and Cost
• Which scheme is “optimal” ?- How long do we really have to operate?- How long do we really have to monitor?- How much residual risk are we willing to accept?- Will a new technology or public policy shift become available?
ConclusionsConclusions
There’s no such thing as “correct There’s no such thing as “correct scale”… (it’s problem dependent)scale”… (it’s problem dependent)
Keys: Keys: - recognizing when a change in scale has- recognizing when a change in scale has occurred occurred
- determining what information (and - determining what information (and what what scale) data must be collected scale) data must be collected
GeostatsiticsGeostatsitics Variogram – Estimate of Correlation in SpaceVariogram – Estimate of Correlation in Space
Range Range DistanceDistance where samples are where samples are
no longer correlatedno longer correlated
Sill Sill VarianceVariance where samples are where samples are
no longer correlatedno longer correlated
Ordinary KrigingOrdinary Kriging Spatial Estimation at unknown locationsSpatial Estimation at unknown locations
Initial C (ppb), Jan., 1998 Kriged, July, 1999
Bayesian, July, 1999 HGL Model, July, 1999
Combining Geostatistics Combining Geostatistics with Process Modelingwith Process Modeling
Clark, Rizzo, Watzin, and Hession, Clark, Rizzo, Watzin, and Hession, River Research and ApplicationsRiver Research and Applications, , 23, DOI: 10.1002/rra.1085, 2007.23, DOI: 10.1002/rra.1085, 2007.
MB
LR
SB
FR
ABBB
17
19
21
23
25
27
29
0 1 2 3 4 5 6 7
Patchiness Rank
MW
IBI
Figure 5. General positive relationship between MWIBI (Mixed Water Index of Biotic Integrity) and patch-ordered rank.
Parameter Estimation Parameter Estimation Application:Application:
Estimation of Berea Sandstone Estimation of Berea Sandstone Geophysical PropertiesGeophysical Properties
Lance BesawLance Besaw
Berea Sandstone DataBerea Sandstone Data
Data collected by New England Research, Inc. (see Boinott, G. N., G. Y. Bussod, Data collected by New England Research, Inc. (see Boinott, G. N., G. Y. Bussod, et alet al., 2004. ., 2004. "Physically Based Upscaling of Heterogeneous Porous Media: An Illustrated Example Using Berea "Physically Based Upscaling of Heterogeneous Porous Media: An Illustrated Example Using Berea Sandstone." Sandstone." The Leading EdgeThe Leading Edge..
Sample DatasetSample Dataset
Exhaustive Dataset: All measurements (3800)Exhaustive Dataset: All measurements (3800) Sample Dataset (limited number of data):Sample Dataset (limited number of data):
Primary data (air permeability) known at screened elevations Primary data (air permeability) known at screened elevations (46 measurements).(46 measurements).
Secondary data (compressional-wave velocity & electrical Secondary data (compressional-wave velocity & electrical resistivity) known along 10 well borings (380 measurements).resistivity) known along 10 well borings (380 measurements).
X Direction (mm)
Z D
irect
ion (
mm
)
Artificial Neural Networks Artificial Neural Networks (ANNs)(ANNs)
Data driven, real-time predictionData driven, real-time prediction Large amounts of multiple data typesLarge amounts of multiple data types Parallel processingParallel processing Non-parametric statistics (few data assumptions)Non-parametric statistics (few data assumptions)
Σ vi wip = sp
V1
V2
.
.
.
VN
Sp
f(Sp)
W1
W2
.
.
.
WN
Y
Single Neuron
Inputs Weights Activation Function
Output
Counterpropagation Counterpropagation AlgorithmAlgorithm
o Supervised neural networkSupervised neural networko Combines Combines
o 1. Kohonen Self-organizing map (unsupervised NN) 1. Kohonen Self-organizing map (unsupervised NN) o 2. Grossberg outstar structure (operates as a 2. Grossberg outstar structure (operates as a
Bayesian classifier)Bayesian classifier)
o Self-organizes in response to examples of Self-organizes in response to examples of some function (training data)some function (training data)o Training phaseTraining phase
o Network learns inherent relationships within dataNetwork learns inherent relationships within data
o Prediction/implementation phasePrediction/implementation phaseo Extracted inherent relationships are utilizedExtracted inherent relationships are utilized
Estimating Air PermeabilityEstimating Air Permeability
. . .
. . .
. . .. . .
. . .
. . .
Hidden Layer (Kohonen) Output Layer
(Grossberg)
Input Layer
x
z
Restivity
P-Velocity
Estimate Air permeability along well
borings
Estimating Air PermeabilityEstimating Air Permeability
. . .
. . .
. . .. . .
. . .
. . .
Hidden Layer (Kohonen) Output Layer
(Grossberg)
Input Layer
x
zEstimate Air permeability everywhere within the
domain
Geostatistics (Cokriging) Estimate FieldGeostatistics (Cokriging) Estimate Field
0 50 100 150 200 250 300 3500
5000
10000
15000Air Permeability Omnidirectional Variogram
Distance (mm)
(p
erm
eabi
lity)
Semi-Variogram Bin Averages95% Confidence Limit
Sandstone Air Permeability
Ordinary Cokriging Permeability Estimates
ANN Estimates of Permeability
0 20 40 60 80 100 120 140 1600
1
2
3
4
5
6
7Sample TW Res Semivariogram
Distance (mm)
Sem
ivar
ianc
e
Model: Exponential
Range: 76
Nugget: 0.4
Sill: 5
Cokriged Estimates of Permeability
Besaw and Rizzo, Besaw and Rizzo, Water Resources ResearchWater Resources Research, 43, W11409, DOI: 10.1029/2006WR005509, 2007., 43, W11409, DOI: 10.1029/2006WR005509, 2007.
Department of Civil &
Environmental Engineering
Donna Rizzo Paula Mouser
Department of Geology
Department of Biology
Lori Stevens
Brooke Schwartz
Patrick O’Grady
Greg Druschel
Cassella Waste Services
Schuyler Landfill, N.Y.
Bernie Nadeau
Improving site characterization & monitoring environmental change Improving site characterization & monitoring environmental change using microbial profiles and geochemistry in landfill-leachate using microbial profiles and geochemistry in landfill-leachate
contaminated groundwatercontaminated groundwater
Long Term Monitoring Challenges at Long Term Monitoring Challenges at LandfillsLandfills
What do you monitor in landfill leachate? What do you monitor in landfill leachate? What are the monitoring objectives?What are the monitoring objectives? Monitoring for how long and at what Monitoring for how long and at what
frequency?frequency?
MotivationMotivation
Microbial diversity can be leveraged between Microbial diversity can be leveraged between clean and contaminated environments.clean and contaminated environments.
PCA - HydrochemistryPCA - Hydrochemistry
Contaminated Locations Contaminated Locations Separate Across PC1Separate Across PC1
Fringe Locations Not Fringe Locations Not Separated Across PC1-PC3Separated Across PC1-PC3
60% Variance Explained 60% Variance Explained in first 2 PCsin first 2 PCs
PC1 CorrelationsPC1 Correlations TDS, Mg, Cl, Spec Cond, TDS, Mg, Cl, Spec Cond,
Hardness, Alkalinity, COD, Hardness, Alkalinity, COD, TOC, NH3TOC, NH3
PC2 CorrelationsPC2 Correlations Organic-N, PhenolsOrganic-N, Phenols
PCA - All DataPCA - All Data
Clean, Fringe, and Contaminated Clean, Fringe, and Contaminated Locations Separated in PC1-PC2Locations Separated in PC1-PC2
22% Variance Explained22% Variance Explained PC1 CorrelationsPC1 Correlations
TDS, Mg, Spec Cond, Alkalinity, Na, Cl, TDS, Mg, Spec Cond, Alkalinity, Na, Cl, Hardness, COD, TOC, NHHardness, COD, TOC, NH33, Eh, Mn, SO, Eh, Mn, SO44
G505, B244, B122, G80, B168, G165, G505, B244, B122, G80, B168, G165, A244A244
PC2 CorrelationsPC2 Correlations Fe, NOFe, NO33, pH, pH B121, B160, G424, A118, G510, A144, B121, B160, G424, A118, G510, A144,
B492, G484, B279, B470B492, G484, B279, B470
Delineating contamination at landfill Delineating contamination at landfill sites without prior knowledgesites without prior knowledge
Mouser, Rizzo, Röling, and van Breukelen, Environmental Science & Technology, 39 (19) pp. 7551-7559, 2005.
MotivationMotivation
Mouser, Rizzo, Röling, and van Breukelen, Environmental Science & Technology, 39 (19) pp. 7551-7559, 2005.
A Modified Self-Organizing A Modified Self-Organizing Map for Spatial ClusteringMap for Spatial Clustering
Andrea Pearce
Kohonen self-organizing Kohonen self-organizing mapmap
o Non parametric clustering algorithm - useful when groupings unknowno Unsupervised ANNUnsupervised ANNo Usages: complex non-linear mappings, Usages: complex non-linear mappings,
data compression, clusteringdata compression, clusteringo Disparate data typesDisparate data typeso Used in ecological studies to model Used in ecological studies to model
benthic macro invertebrates in streams benthic macro invertebrates in streams Park et al.Park et al. (2003) and (2003) and GevreyGevrey et al.et al. (2004)(2004)
small medium big 2 legs 4 legs hair hooves mane feathers hunt run fly swimdove 1 0 0 1 0 0 0 0 1 0 0 1 0hen 1 0 0 1 0 0 0 0 1 0 0 0 0
duck 1 0 0 1 0 0 0 0 1 0 0 1 1goose 1 0 0 1 0 0 0 0 1 0 0 1 1
owl 1 0 0 1 0 0 0 0 1 1 0 1 0hawk 1 0 0 1 0 0 0 0 1 1 0 1 0eagle 0 1 0 1 0 0 0 0 1 1 0 1 0
fox 0 1 0 0 1 1 0 0 0 1 0 0 0dog 0 1 0 0 1 1 0 0 0 0 1 0 0wolf 0 1 0 0 1 1 0 0 0 1 1 0 0cat 1 0 0 0 1 1 0 0 0 1 0 0 0
tiger 0 0 1 0 1 1 0 0 0 1 1 0 0lion 0 0 1 0 1 1 0 1 0 1 1 0 0
horse 0 0 1 0 1 1 1 1 0 0 1 0 0zebra 0 0 1 0 1 1 1 1 0 0 1 0 0
cow 0 0 1 0 1 1 1 0 0 0 0 0 0
Kohonen’s Animal Example
Output Space2D Map
6 features per sampling location25 sampling locations
The Self-Organizing Map
W(i,j,1)
W(i,j,2)
W(i,j,3)
W(i,j,4)
W(i,j,5)
Small
Medium
4-legs
2-legs
Big
Hair
W(i,j,6)
The algorithm finds the best matching node on the output map…
Output Space2D Map
6 features per sampling location25 sampling locations
The Self-Organizing Map
W(i,j,1)
W(i,j,2)
W(i,j,3)
W(i,j,4)
W(i,j,5)
W(i,j,6)
…and updates weights in the neighborhood of that node.
Small
Medium
4-legs
Big
Hair
2-legs
Cyanobacteria Blooms Cyanobacteria Blooms and Cyanotoxin and Cyanotoxin
ProductionProduction
www.lcbp.orgA bloom near Venise-en-Quebec in August, 2008.
Credit: Quebec Ministry of Sustainable Development, Environment and Parks.
•We will cluster samples based on cyanobacterial communities using a Self-Organizing Map (SOM)•Then compare the clusters to measured cyanotoxin concentrations
Advances in Watershed Advances in Watershed Management and Fluvial Management and Fluvial Hazard Mitigation Using Hazard Mitigation Using
Artificial NeuralArtificial Neural Networks Networks and Remote Sensingand Remote Sensing
Lance BesawLance Besaw11, Donna M. Rizzo, Donna M. Rizzo11, Michael Kline, Michael Kline33, Kristen , Kristen UnderwoodUnderwood44, Leslie Morrissey, Leslie Morrissey22 and Keith Pelletier and Keith Pelletier22
11College of Engineering and Mathematics, University of Vermont, College of Engineering and Mathematics, University of Vermont, Burlington, VTBurlington, VT22 Rubenstein School of Natural Resources,University of Vermont, Burlington, VT33River Management Program, Vermont Agency of Natural Resources, River Management Program, Vermont Agency of Natural Resources, Waterbury, VTWaterbury, VT44South Mountain Research & Consulting, Bristol, VTSouth Mountain Research & Consulting, Bristol, VT
Stressors Leading Stressors Leading toto
Channel InstabilityChannel Instability Increased hydraulic loading Increased hydraulic loading (climatic and % impervious)(climatic and % impervious)
Increased sediment loadsIncreased sediment loads Channelization / Channelization /
StraighteningStraightening Floodplain encroachmentFloodplain encroachment Loss of riparian bufferLoss of riparian buffer Channel ArmoringChannel Armoring Undersized bridges / culverts Undersized bridges / culverts
(constriction)(constriction)• Instability resulting from multiple (natural and human) stressors causes natural and human) stressors causes stream to move out of dynamic stream to move out of dynamic equilibrium. equilibrium.
•The State of Vermont wants to make The State of Vermont wants to make reasonable predictions of instability.reasonable predictions of instability.
Vermont Agency of Natural ResourcesVermont Agency of Natural ResourcesRiver Management ProgramRiver Management Program
Channel and watershed Channel and watershed managementmanagement Channel dynamic equilibriumChannel dynamic equilibrium Avoid infrastructure disastersAvoid infrastructure disasters
State wide data State wide data collectioncollection
Expert assessmentsExpert assessments Fluvial erosion hazard mappingFluvial erosion hazard mapping Stakeholder Planning ToolStakeholder Planning Tool
Data driven, translate to multiple geographic locationsData driven, translate to multiple geographic locations GIS-based for visualization, quantification, communication, prioritizationGIS-based for visualization, quantification, communication, prioritization Incorporate process-based classification of river networksIncorporate process-based classification of river networks Real-time, multiple-objective management decisionsReal-time, multiple-objective management decisions
http://www.anr.state.vt.us/dec/waterq/rivers.htmhttp://www.anr.state.vt.us/dec/waterq/rivers.htm
State Wide Stream AssessmentsState Wide Stream Assessments
o Phase 1 – watershed and Phase 1 – watershed and channel corridor featureschannel corridor featureso Land cover/useLand cover/useo SinuositySinuosityo Channel slopeChannel slopeo Geologic soils, etcGeologic soils, etc
o Phase 2 - Field assessmentPhase 2 - Field assessmento Incision ratioIncision ratioo Access to flood plainAccess to flood plaino Grain size distribution, etcGrain size distribution, etco Rapid geomorphic Rapid geomorphic
assessment (RGA)assessment (RGA)
Stream SensitivityStream Sensitivity Likelihood of stream adjustment in response Likelihood of stream adjustment in response
to watershed or local stressors to watershed or local stressors fluvial fluvial erosion hazard ratings, water quality, erosion hazard ratings, water quality, habitat indiceshabitat indices
Based on…Based on… Inherent vulnerability – hydraulic geometry and Inherent vulnerability – hydraulic geometry and
sediment regimesediment regime Geomorphic condition– degree of departure from Geomorphic condition– degree of departure from
dynamic equilibrium (or reference condition)dynamic equilibrium (or reference condition) Based on research findings from Based on research findings from LaneLane
(1955), (1955), SchummSchumm (1977), Knighton (1988), (1977), Knighton (1988), RosgenRosgen (1996), Simon and Thorne (1996), (1996), Simon and Thorne (1996), Montgomery and BuffingtonMontgomery and Buffington (1997), (1997), MacBroom (1998) and others. MacBroom (1998) and others.
Hierarchical ANNs for Stream Hierarchical ANNs for Stream SensitivitySensitivity
Entrenchment ratioWidth/depth ratio
SinuositySlope
Channel material………
Impervious areaRiparian vegetation
…
Inherent VulnerabilitySingle/multiple threads
(g) Stream Sensitivity SOM
Geomorphic Condition
…
Degradation
Aggradation
Widening
Planform Change
34
21 4
3
412243
32
22
23
3
N
EW
S
1 0 1 2 Miles
Reach-based Subwatersheds
ANN Assigned Vulnerability1234567
Middlebury River and Major Tributaries
Shading indicates ANN-assignedVulnerability Ranking from 1 to 7
Numbers Indicate ANN-assigned Geomorphic ConditionRanking from 1 to 4
LEGEND
Stream Sensitivity
Remote Sensing – Sensitivity Remote Sensing – Sensitivity AnalysisAnalysis
o Light Detection and Light Detection and Ranging (LIDAR)Ranging (LIDAR)o Aid land use/land cover Aid land use/land cover
classificationsclassificationso More accurately computeMore accurately compute
o Valley widthValley widtho Channel/valley slopeChannel/valley slope
o Definiens eCognition – Definiens eCognition – object based classifierobject based classifiero Classify SinuosityClassify Sinuosityo Incorporate LIDAR for land Incorporate LIDAR for land
use/land cover classificationuse/land cover classification
Geomorphic ConditionGeomorphic ConditionDegradation / IncisionDegradation / Incision
AggradationAggradation
Over-WideningOver-Widening
Planform ChangePlanform Change
Geomorphic Condition ANN Geomorphic Condition ANN InputsInputs
Rapid Geomorphic Assessment:Rapid Geomorphic Assessment:
ranks dominant process of adjustment ranks dominant process of adjustment (degradation, aggradation, widening, and (degradation, aggradation, widening, and planform change) and stage of channel evolutionplanform change) and stage of channel evolution
http://www.anr.state.vt.us/dec/waterq/rivers.htm
Reach-level Condition
Input Code
RGA score quartile (VTDEC, 2002)
Poor 1 1 to 5 Fair 2 6 to 10
Good 3 11 to 15 Optimal 4 16 to 20
Input
Pattern
Channel Degradation
Channel Aggradation
Channel Widening
Planform Change
Scores
InputLayer
OutputLayer
HiddenLayer
OutputPattern
0.4
0.1
0.3
0.2
yGeomorphic
Condition
TargetPattern
0
1
0
0
15
12
9
14
Predicting Geomorphic ConditionPredicting Geomorphic Condition
Adjust internal weights
OutputPattern
0
1
0
0
y
Geomorphic Condition ANN: Example
Burlington
Lewis Creek
Middlebury River
Watershed Lewis Creek Middlebury River
Data Use in the ANNs
Training Data Set
Interpolation Data Set
Land Area 210 km2 163 km2
Land Use Distribution
Forest / Wetland: 70%Agricultural:
24 %Developed
6%
Forest / Wetland: 87%
Agricultural: 12 %
Developed 1%
Elevation Range
Highest Point: 239 m
Lowest Point: 116 m
Highest Point: 640 m
Lowest Point: 105 m
No. of Stream Reaches
20 19
Geomorphic Condition ANN Geomorphic Condition ANN ResultsResults
RR22 = 0.854 = 0.854
Geomorphic Condition of Middlebury River
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Stream Reaches
Cla
ssif
icat
ion
Average Expert Opinion ANN Trained on LC
Inherent Vulnerability ANNInherent Vulnerability ANN(Combined Rosgen and Montgomery & (Combined Rosgen and Montgomery &
Buffington)Buffington)
o Trained to be Trained to be Quality AssuranceQuality Assurance look-up table look-up tableo Predict stream inherent vulnerability on 789 VT Predict stream inherent vulnerability on 789 VT
reachesreacheso Prediction AccuracyPrediction Accuracy
o 80% classification agreement with recorded field data 80% classification agreement with recorded field data o 12% due to imprecise parameter boundaries (overlap)12% due to imprecise parameter boundaries (overlap)o 8% due to data transfer mistakes (or additional expert 8% due to data transfer mistakes (or additional expert
knowledge)knowledge)
Single/multiple channel(s)Entrenchment ratio
Width/depth ratioSinuosity
SlopeChannel material
…
Inherent Vulnerability
(g) Stream Sensitivity SOM
Geomorphic Condition
…
Entrenchment ratioWidth/depth ratio
SinuositySlope
Channel material
………
Impervious areaRiparian vegetation
…
Inherent VulnerabilitySingle/multiple threads
Degradation
Aggradation
Widening
Planform Change
Hierarchical ANNs for Stream SensitivityHierarchical ANNs for Stream Sensitivity
ANN Predictions
Experts
ExtremeVery High High Moderate Low
Very Low
Extreme 9 44 13 0 0 0
Very High 2 284 44 1 0 0
High 1 37 231 20 0 0
Moderate 0 4 27 58 0 0
Low 1 0 3 1 0 0
Very Low 0 1 0 0 2 6
o Predicting Stream Sensitivity (789 reaches)Predicting Stream Sensitivity (789 reaches)o 75% classification agreement75% classification agreemento 22% differ by 1 class22% differ by 1 classo 3% differ by >1 class3% differ by >1 class
Hierarchical ANNs for Stream Hierarchical ANNs for Stream SensitivitySensitivity
Self-organizing mapSelf-organizing map
Inherent Vulnerability
Geomorphic Condition
Input nodes
Inputs
Nc
ic
Kohonen hidden nodes
Low & Very Low
Moderate
HighHigh
Very High
High
Very High &
Extreme
Extreme
ConclusionsConclusions
ANNs are data-driven (flexible and simple to ANNs are data-driven (flexible and simple to modify enabling a truly adaptive management modify enabling a truly adaptive management approach)approach)
Can be modified to recognize when a change in Can be modified to recognize when a change in scale has occurredscale has occurred
Process of trainingProcess of training
- elicits significance of governing factors in - elicits significance of governing factors in determination of sensitivitydetermination of sensitivity
- helps document similarities/differences- helps document similarities/differences among experts (and weighting of parameters among experts (and weighting of parameters
for classifying vulnerability, condition, andfor classifying vulnerability, condition, and overall sensitivity overall sensitivity
o VT Agency of Natural Resources, River Management ProgramVT Agency of Natural Resources, River Management Programo USGSUSGSo NSF EPSCoR Graduate Research AssistantshipNSF EPSCoR Graduate Research Assistantship o Evan Fitzgerald; School of Natural Resources, University of Evan Fitzgerald; School of Natural Resources, University of
Vermont, Burlington, VTVermont, Burlington, VTo Jeff Doris; Sanborn, Head and Associates, Randolph, VTJeff Doris; Sanborn, Head and Associates, Randolph, VT
AcknowledgementsAcknowledgements
QuestionsQuestions
ReferencesReferenceso Gevrey, M., Rimet, F., Park, Y. S., Giraudel, J.-L., Ector, L., and Lek, S. Gevrey, M., Rimet, F., Park, Y. S., Giraudel, J.-L., Ector, L., and Lek, S.
(2004). "Water quality assessment using diatom assemblages and (2004). "Water quality assessment using diatom assemblages and advanced modelling techniques." advanced modelling techniques." Freshwater BiologyFreshwater Biology, 49, 208-220., 49, 208-220.
o Kohonen, T. (1989). Self-Organization and Associative Memory, Kohonen, T. (1989). Self-Organization and Associative Memory, Springer Verlag, New York.Springer Verlag, New York.
o Lane, E.W. (1955) “The importance of fluvial morphology in hydraulic Lane, E.W. (1955) “The importance of fluvial morphology in hydraulic engineering.” engineering.” Proceedings of the Ammerican Society of Civil Proceedings of the Ammerican Society of Civil Engineers, Journal of the Hydraulics Division,Engineers, Journal of the Hydraulics Division, (81), paper no. 745. (81), paper no. 745.
o Montgomery, D. R. and Buffington, J. M. (1997) “Channel-reach Montgomery, D. R. and Buffington, J. M. (1997) “Channel-reach morphology in mountain drainage basins.” morphology in mountain drainage basins.” Geological Society of Geological Society of America Bulletin, America Bulletin, 109(5), 596-611.109(5), 596-611.
o Park, Y.-S., Cereghino, R., Compin, A., and Lek, S. (2003). Park, Y.-S., Cereghino, R., Compin, A., and Lek, S. (2003). "Applications of artificial neural networks for patterning and "Applications of artificial neural networks for patterning and predicting aquatic insect species richness in running waters." predicting aquatic insect species richness in running waters." Ecological Modelling,Ecological Modelling, 160, 265-280. 160, 265-280.
o Rosgen, D. L. (1996) Rosgen, D. L. (1996) Applied Fluvial MorphologyApplied Fluvial Morphology, Wildland Hydrology, , Wildland Hydrology, Pasoda Springs, CO.Pasoda Springs, CO.
o Schumm, S. A. (1977) Schumm, S. A. (1977) The Fluvial SystemThe Fluvial System, John Wiley and Sons, New , John Wiley and Sons, New York, NY.York, NY.