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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
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.
Chesapeake Bay Program Incorporation of Lag Times into the Decision Process Gary Shenk 10/16/12 1.
Hydrologic/Watershed Modeling Glenn Tootle, P.E. Department of Civil and Environmental Engineering University of Nevada, Las Vegas
ODOT 2015 Geo-Environmental Conference
Patapsco and Back River HSPF Watershed Model Part I - Hydrology Maryland Department of the Environment.
Watershed Monitoring and Modeling in Switzer, Chollas, and Paleta Creek Watersheds Kenneth Schiff Southern California Coastal Water Research Project
Chapter One Hydrologic Principles Flashlight and globe.
Modeling Stream Flow of Clear Creek Watershed-Emory River Basin Modeling Stream Flow of Clear Creek Watershed-Emory River Basin Presented by Divya Sharon.
The Drainage Basin System
1 Guadalupe Watershed Model Year 1 Progress Report SPLWG Meeting May 14 th 2008 John Oram, Lester McKee, Michelle Lent Item #3b.
Description of WMS Watershed Modeling System. What Model Does Integrates GIS and hydrologic models Uses digital terrain data to define watershed and sub.
Model for Pesticide Spill in Louisville using GLEAMS Natsuko Shiomi.
Item #6b 1 Towards a Bay Area Watershed Model Presented to the SPLWG May 14, 2008 John Oram & Lester McKee.
Watershed Hydrology Modeling: What is Considered Calibrated? Presented by: Jeremy Wyss, HIT Tetra Tech Presented by: Jeremy Wyss, HIT Tetra Tech 27 th.
Modelling the rainfall-runoff process
1 HYDROSPHERE1 INTRODUCTION This unit has three components, The Hydrological cycle and its features. Working with hydrographs and Studying rivers.
Modeling Copper Runoff in San Francisco Bay Area Watersheds Jim Carleton US EPA.
Dominguez Channel Watershed Pollutant Transport and Total Maximum Daily Loads: Modeling, Analysis, and Outreach Principal Investigators: Norman L. Miller.
1 Small Tributaries Loading Study #2: Zone 4 Line A, Cabot Blvd. Hayward Year 1 – Draft FINAL report Lester McKee and Alicia Gilbreath Sources Pathways.
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