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PTMAppPrioritize, Target, and Measure Application
Presented by:Drew Kessler – Houston Engineering
Coauthors:Mark Deutschman – Houston EngineeringChuck Fritz – International Water Institute
Scale of Work and WRAPS Translation
TMDL/WRAPS ‐Prioritize Water
Quality
1W1P – Prioritize, Target, Measure
Implement & Continue Measuring
MPCA BWSR Local • SWCD• Counties• Cities• Local
Producers
Scale of Work Iowa
Nutrient Reduction Strategy
IDALS ‐WQI Implement & Continue Measuring
Local • SWCD• Counties• Cities• Local
Producers
Using technology for watershed planning across spatial scales?
Field
Watershed & Regional
State
Why was PTMApp Developed
• MN Clean Water Accountability Act
• One Watershed, One plan
Why PTMApp?
PTMAppCOMPONENTS
Create Products Using PTMApp–DESKTOP
▪ Free for download and use▪ ArcGIS Toolbar▪ Based planning data included▪ Creates products▪ Includes example uses
WHAT IS PTMApp?
Internet Access of Product Using
PTMApp–WEB• Targeted Implementation Strategy• Grant Applications• One Watershed One Plan• Refine WRAPs
In Use
Fina
l Testin
g
PROJECT TEAM
PTMApp EVOLUTION
Funding▪ Clean Water Fund▪ Minnesota Board of Water & Soil Resources
▪ Red River Watershed Management Board
Project Team/Production▪ International Water Institute▪ Houston Engineering, Inc.
Prioritize, Target, and MeasureWHAT IS PTMApp?
DESCRIBE: Watershed Condition
EXAMPLE PRODUCTS AND USES
PRIORITIZE: Your Resource Concerns
EXAMPLE PRODUCTS AND USES
PRIORITIZE: Sources Delivering Largest Downstream Loads
EXAMPLE PRODUCTS AND USES
PRIORITIZE: Evaluate Practice Feasibility
EXAMPLE PRODUCTS AND USES
TARGET: Estimated Practice WQ Benefits
EXAMPLE PRODUCTS AND USES
Storage Filtration Bio-Filtration
Infiltration Protection Source Reduction
UserDefined
Treatment Process
Sedimentation Sedimentation Sedimentation & biological Volume abstraction Reduction in Mass
Leaving Landscape?Reduction of Mass
Potential
User selects method (from those to left) or
enters percentage
Form of Treated
Particulate Particulate Particulate Dissolved Total (Dissolved & Particulate)
Total (Dissolved & Particulate)
Total (Dissolved & Particulate)
Reduction Ratio Treatment Volume / Runoff Volume Delivered
Velocity Design Standard / Velocity During Peak Discharge
Velocity Design Standard / Velocity During Peak Discharge
BMP Abstraction Volume / Volume Delivered
Modified RUSLE Parameters
Actual reduction in mass
User selects method (from those to left) or enters percentage
WQBenefits
Delivery Potential(D)
Treatment Potential (T)
Peak Discharge, ft./sec..
Design Standard Velocity
0.05 ft./sec.
10yr 24hr Storm
Reduction Ratio(R = T/D)
R, %
< 53%53 – 75%75 – 90%> 90 %
High
Low
WQBenefits
Benefits Analysis
R = a * rK
R = reduction at BMP, %
a = maximum observed % reduction
r = reduction ratio, % (runoff delivered / treatment capacity)
K = weighted function of interquartile range =(Q3-Q2)/(Q2-Q1)
00.20.40.60.8
1
0 0.5 1
Red
uctio
n at
BM
P, %
Reduction Ratio, %
Treatment Decay Functions
K=1
k=0.43
k=2.33
Q3
Q2
Q1
K=0.43
Q3
Q2
Q1
K=1
Q3
Q2Q1
K=2.33
WQBenefits
Reduction RatioR, %
< 53%53 – 75%75 – 90%> 90 %
00.20.40.60.8
0 0.5 1
Sedi
men
t Red
uctio
n at
BM
P, %
Reduction, Ratio (R)
Treatment Decay Functions: Filtration
Q…
% Sediment Reduction
Sediment Reduction, %
<46%
47% - 60%
61% - 70%
> 70%
Benefits Analysis
WQBenefits
Accounting for ?
Benefits Analysis
0
0.2
0.4
0.6
0.8
1
0 0.2 0.4 0.6 0.8 1
Red
uctio
n at
BM
P, %
Treatment Ratio
Treatment Decay Functions: Filter Strips
Max
Q1
Q2
Q3
Min
Design Uncertainty Longevity/life span…?
WQBenefits
TARGET: Best Practice Locations (WQ Benefit Only)
EXAMPLE PRODUCTS AND USES
TARGET: Best Practice Locations (WQ , Profitability, Willing Participation)
EXAMPLE PRODUCTS AND USES
Willing Landowner
MEASURE: Benefits of Targeted Implementation Plan
EXAMPLE PRODUCTS AND USES
TreatmentTrains
TreatmentTrains
BMP LocationsFiltration
Filtration Watershed
Source Reduction
TreatmentTrains
TreatmentTrains
TreatmentTrains
Some Final ThoughtsNo tool is perfect. Define the problem, use the right tool.
PTMApp is for Water Quality Planning
Practical Ideas
‐Climate Variation‐Altered Hydrology?
Also LULC changes..
24 hour events Benefits Analysis
0
0.2
0.4
0.6
0.8
1
1.2
0 0.5 1 1.5Re
duction at BMP, %
Reduction Ratio
Treatment Decay Functions: Filter Strips
Max
Q2
Min
2 year
10 year
10 inches
Practical Ideas
Altered Hydrology
Set Goals
“Measure” progress
Relate to Channel Stability
10 yr, 24 hr Qp< 74 cfs
75 - 304
305 - 614
615 - 931
> 931 cfs
Historic vs. Modern Qp
Difference in 10 year, 24 hourQp, cfs
< 1 cfs
2 - 5
6 - 10
11 - 25
26 - 50
51 - 100
> 100 cfs
Practical Ideas
Limitations
• PTMApp – Desktop Processing Times• Spatial resolution of Land Use / Land Cover
Data• Needs more validation in range of
landscapes• Ignores existing practices unless “entered”• Species of TN and TP• Lacks near channel sediment• No hydrological routing
Final Thoughts
“Essentially, all models are wrong, but some are useful.”- George E.P. Box
Final Thoughts
More Informationptmapp.rrbdin.org