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Published byTaylor Nichols
Modified over 4 years ago
1 Hayward Zone 4 Line A Watershed Modeling Item #2a-2
2 Watershed Modeling Overview Phase IPhase IIPhase III WaterSedimentContaminants Hydrological Simulation Program FORTRAN (HSPF) Evaporation Item #2a-2
3 Inputs: Land use data -provides % imperviousness Meteorological data -local precipitation and evaporation data Item #2a-2
4 Output: Uncalibrated hydrograph Predicted Flow compared to Observed Flow Input: Oakland Foothills precipitation data Item #2a-2
5 Next steps Add storm drains Calibrate hydrograph Model sediment Model contaminants (e.g. Hg, PCBs) Item #2a-2
Item #6b 1 Towards a Bay Area Watershed Model Presented to the SPLWG May 14, 2008 John Oram & Lester McKee.
Slide 1 Item #6 Watershed Modeling at SFEI John J. Oram, Lester J. McKee, Mikolaj Lewicki SPLWG December 2007.
1 Guadalupe Watershed Model Year 2 update Presentation to SPLWG May 27, 2009 Michelle Lent, John Oram, Lester McKee Item #7.
The passage of water through the Drainage Basin
Hydrologic Modeling on Lower Colorado Basin Ki-Weon Seo
Modelling the rainfall-runoff process
1 Guadalupe Watershed Model Year 1 Progress Report SPLWG Meeting May 14 th 2008 John Oram, Lester McKee, Michelle Lent Item #3b.
A Model for Evaluating the Impacts of Spatial and Temporal Land Use Changes on Water Quality at Watershed Scale Jae-Pil Cho and Saied Mostaghimi 07/29/2003.
URBAN FLOOD MODELING Concepts & Models. 2 Different Approaches For Modeling an Urban Flood Hydrological Approach Objective is to generate a storm hydrograph.
Scenario Builder and Watershed Model Progress toward the MPA Gary Shenk, Guido Yactayo, Gopal Bhatt Modeling Workgroup 12/2/14 1.
Hydrological Modeling for Upper Chao Phraya Basin Using HEC-HMS UNDP/ADAPT Asia-Pacific First Regional Training Workshop Assessing Costs and Benefits of.
Runoff Processes Reading: Applied Hydrology Sections 5.6 to 5.8 and Chapter 6 for Tuesday of next week.
Hydrologic Simulation Models
Land Use Change and Its Effect on Water Quality: A Watershed Level BASINS-SWAT Model in West Georgia Gandhi Raj Bhattarai Diane Hite Upton Hatch Prepared.
Continuous Hydrologic Simulation of Johnson Creek Basin and Assuming Watershed Stationarity Rick Shimota, P.E. Hans Hadley, P.E., P.G. The Oregon Water.
The Drainage Basin System
CASC2D Input Data Elevation Land Use Soils Channels Cave Creek Hassyampa River.
HYDROLOGIC COMPUTER MODELING Washington Hydrology Society March 2006 Joe Brascher, President Clear Creek Solutions, Inc.
PrePro2004: Comparison with Standard Hydrologic Modeling Procedures Rebecca Riggs April 29, 2005.
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