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Introduction |
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Asgn 0 |
Hydrologic cycle and processes (1.1-1.2) |
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Water balance equation (1.3-1.5) |
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River basins (8.2) |
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Asgn
1 |
Project Introduction, Basin
Area (none) |
Solution
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Probability and Statistics |
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Random variables, probability (3.1-3.3) |
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Data analysis, statistics (3.7)
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Asgn 2
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Theoretical distributions (3.5-3.7)
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Solution
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Frequency factors (3.7)
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Precipitation |
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Processes,
hyetographs (4.1-4.3) |
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Asgn 3 |
Spatial averages,
missing data (4.4-4.5) |
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Solution
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Inconsistent data (none)
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Storm characterization (4.6-4.9) |
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Asgn 4 |
Design storms: SCS method (13.4) |
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Solution |
Design storms: Block method (13.4)
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Losses and Excess Precipitation |
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Interception, depression storage (5.1-5.3) |
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Infiltration, Phi Index Method (7.1-7.3, 7.7) |
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Review Session |
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MIDTERM EXAM |
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Asgn 5 |
SCS excess precipitation method
(7.9) |
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Solution |
SCS excess precipitation method (7.9) |
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Streamflow Response |
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Streamflow observations (8.1) |
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Asgn 6 |
Base flow separation (9.1-9.2) |
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Solution
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Base flow separation (9.1-9.2)
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Unit hydrographs (9.3) |
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Asgn 7 |
Unit hydrograph derivation (9.3) |
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Solution
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Unit hydrograph derivation (9.3)
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Changing UH duration: S-curve (9.3) |
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Asgn 8
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Changing UH duration: S-curve (9.3)
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Solution |
Synthetic UHs: Snyder method (9.4) |
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Synthetic UHs: SCS method (9.4) |
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Asgn 9 |
Synthetic UHs: SCS method (9.4) |
Solution
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Routing the Streamflow Response |
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Reservoir routing: Modified Puls (9.5)
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Reservoir routing: Modified Puls
(9.5) |
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Review Session |
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MIDTERM EXAM |
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River routing: Muskingum method (9.5) |
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Asgn 10 |
Muskingum parameter estimation (9.5) |
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Solution |
Muskingum application (9.5) |
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Periods Between Storms |
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Evapotranspiration (6.1-6.2) |
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Asgn 11 |
Evapotranspiration (6.2, 6.6-6.7) |
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Solution |
Groundwater Flow (10.1-10.2) |
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Special Topics |
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Hydrologic Modeling (none) |
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Hydrologic Modeling (none) |
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Front Range Water Supply (none) |
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FINAL EXAM |
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