Title: Investigating the Colorado River Simulation Model
1Investigating the Colorado River Simulation Model
- James Prairie
- Bureau of Reclamation
2Motivation
- Colorado River Basin
- arid and semi-arid climates
- irrigation demands for agriculture
- Federal Water Pollution Control Act Amendments of
1972 - Law of the River
- Minute No. 242 of the International Boundary and
Water Commission dated August 30, 1973 - Colorado River Basin Salinity Control Act of 1974
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4Salinity Damages and Control Efforts
- Damages are presently, aprox. 330 million/year
- As of 1998 salinity control projects has removed
an estimated 634 Ktons of salt from the river - total expenditure through 1998 426 million
- Proposed projects will remove an additional 390
Ktons - projects additional expenditure 170 million
- Additional 453 Ktons of salinity controls needed
by 2015
Data taken from Quality of Water, Progress Report
19, 1999 Progress Report 20,2001
5Seminar Outline
- Motivation for research
- Initial findings
- Working with a case study
- New salinity modeling techniques
- Extending knowledge of our case study
- Current Efforts
- Recompute Natural flow
- Verify entire Colorado River Simulation Model
- Future Research
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9Research Objectives
- Verify the data and calibrate the current model
for both water quantity and water quality (total
dissolved solids, or TDS) - Investigate the salinity methodologies currently
used and improving them as necessary for future
projection
10Investigation of Colorado River Simulation Model
- First developed in Fortran in 1970s
- Moved to RiverWare in 1990s
- Relies on Conservation of Mass for modeling
- water quantity and,
- water quality (TDS).
- Monthly Time Step
- Runs with operational rules to simulate
operational policies in the Colorado River Basin
11Initial Findings
- Data and Methodological Inconsistency
- Need to improve current model techniques
- Stochastic stream flow simulation
- Estimating natural salt
- Adding uncertainty
- Working with a case study
- Detailed investigation of current methods
- Development of new methods
12Case Study Area
- Historic flow from 1906 - 95
- Historic salt from 1941 - 95
USGS gauge 09072500 (Colorado River near Glenwood
Springs, CO)
13USGS Salt Model
- 12 monthly regressions
- based on observed historic flow and salt mass
from water year 1941 to 1983 - historic salt f (historic flow, several
development variables) - natural salt f (natural flow, development
variables set to zero)
14Existing Salt Model Over-Prediction
15New Modeling Techniques
- Found problems with the current method to
estimate natural salt in the upper basin - Can we fix the problem?
- Alternate methods the estimate natural salt with
the available data
16Statistical Nonparametric Model for Natural Salt
Estimation
- Based on calculated natural flow and natural salt
mass from water year 1941-85 - calculated natural flow observed historic
flow total depletions - calculated natural salt observed historic
salt - salt added from agriculture salt
removed with exports - Nonparametric regression (local regression)
- natural salt f (natural flow)
- Residual resampling
17Local Regression
alpha 0.3 or 27 neighbors
Y
X
18Residual Resampling
y y e
Y
X
19Nonparametric Salt Model and USGS Salt Model
20Natural Salt Mass from Nonparametric Salt Model
and USGS Salt Model
21USGS Salt Model and New Salt Model with K-NN
Resampling Comparison
22Comparison with Observed Historic Salt
23Key Case Study Findings
- The new nonparametric salt model removed the
over-prediction seen with the USGS salt model - Provides uncertainty estimates
- Can capture any arbitrary relationship (linear or
nonlinear)
24Extending from Case Study
- Applying case study results to entire model
- Improved natural salt estimation model
- Improved stochastic stream flow generation
- Addition of uncertainty analysis
- Ensure flexible framework
25Current Efforts
- Recomputing natural flow
- Lack of base data
- Undocumented procedure
- Upper versus Lower Basin
- Inconsistency across time periods
- Inconsistent with future projection model
26Natural Flow Development
- Natural flow is a basic input for CRSS
- Addressing Data Inconsistencies
- Recomputing natural flow from 1971-95
- Natural Flow Historic Flow
- - Consumptive
Uses and Losses - /- Reservoir Regulation
- Addressing Methodological Inconsistencies
- RiverWare model computes natural flow
- Ensures consistency
27Recomputing natural flow from 1971-95
- Data required for natural flow model
- Historic USGS gauge data
- 29 gauges
- Historic main-stem reservoir outflow and pool
elevations - 12 main-stem reservoirs
- Historic off-stream reservoir change in storage
- 22 off-stream reservoirs
- Consumptive uses and losses
- 9 categories
28Determining Natural Flow
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30After Natural Flow Is Calculated
- Extend new natural salt model throughout the 21
upper basin natural flow gauges - Check natural flow and salt relationship
- 1941-1995 1970-1995
- Calculate natural flow for the lower basin
- Natural salt is back calculated as flow
- Verify entire basin for flow and the lower basin
for salt - Finally use more for a future projection
- Apr-Jul 2003
- Aug-Sep 2003
- Oct-Nov 2003
- Dec 2003
31Future Research
- Explore salinity relationship over both space and
time - Incorporate new stochastic flow generation
methods - Investigate land use change and the impacts on
salinity levels - Explore the relationship between basin area and
both flow and salinity
32Acknowledgements
- Dr. Balaji Rajagopalan, Dr. Terry Fulp, Dr. Edith
Zagona for advising and support - Upper Colorado Regional Office
- of the US Bureau of Reclamation,
- in particular Dave Trueman for funding and
support - CADSWES personnel for use of their
- knowledge and computing facilities
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34- Drainage Area
- Colorado River Basin
- 241,000 mi2
- Upper Basin
- 110,000 mi2
- Case Study
- 4,558 mi2