Western Washington Hydrology Model Version 3 - PowerPoint PPT Presentation

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Western Washington Hydrology Model Version 3

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Title: Department of Ecology Author: Douglas Beyerlein Last modified by: Doug Beyerlein Created Date: 6/4/2001 12:41:37 AM Document presentation format – PowerPoint PPT presentation

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Title: Western Washington Hydrology Model Version 3


1
Western Washington Hydrology ModelVersion 3
  • Vancouver, WA, Workshop
  • October 17, 2007 AM

2
Western Washington Hydrology ModelVersion 3
  • Instructors
  • Doug Beyerlein, P.E.
  • Joe Brascher
  • Clear Creek Solutions, Inc.
  • www.clearcreeksolutions.com

3
Clear Creek Solutions Hydrology Expertise
Clear Creek Solutions, Inc., provides complete
range of hydrologic and stormwater modeling
services.
  • Clear Creek specializes in continuous simulation
    hydrologic modeling.
  • We have 30 years of experience modeling complex
    hydrologic and stormwater problems.
  • We created WWHM3 for Washington State Department
    of Ecology and are adapting it to model San
    Francisco Bay Area watersheds and facilities.
  • We teach WWHM and HSPF workshops.

4
WWHM Introduction
  • Developed for the State of Washington Department
    of Ecology.
  • Project Manager Dr. Foroozan Labib
  • Department of Ecology
  • PO Box 47600
  • Olympia, WA 98504-7600
  • (360) 407-6439
  • email flab461_at_ecy.wa.gov

5
WWHM Introduction
Developed for the 19 counties of western
Washington. Part of Ecologys Stormwater
Management Manual

6
WWHM Introduction
WWHM3 Standard is available free from the
Washington State Department of Ecology web site
http//www.ecy.wa.gov/programs/wq/stormwater/

7
WWHM Background and Theory
  • Ecologys Stormwater Management Manual
  • Specifies a flow duration standard
  • Requires the use of Western Washington
    Hydrology Model (WWHM) or equivalent

8
WWHM Background and Theory
  • Flow duration standard based on erosive flows.
  • Erosive flow range ½ of 2-year to 50-year flow.

9
WWHM Background and Theory Flow Duration
Analysis Percent of time the flow exceeds a
specific value.
  • Requires continuous simulation hydrology to
    compute flow duration.

10
WWHM Background and Theory
  • Continuous simulation hydrology models the entire
    hydrologic cycle for multiple years.
  • Stormwater runoff surface runoff interflow.

11
WWHM Capabilities
  • WWHM uses continuous simulation hydrology to
    compute stormwater runoff for both predevelopment
    and post-development conditions.
  • Predevelopment Post-development

12
WWHM Capabilities
  • WWHM continuous simulation computations from
    HSPF (included in WWHM software).
  • HSPF runs in the background with calibrated
    parameter values and local meteorological data.
  • HSPF sponsored and funded by EPA and USGS.

13
How WWHM/HSPF works
  • Drainage areas are divided into pervious land
    segments based on soil, vegetation, and land
    slope and impervious land segments.
  • Pervious and impervious segments are linked to
    conveyance pathways (pipes, ditches, ponds,
    streams, rivers, lakes, etc.)
  • Historic rainfall and evaporation are used as
    input.

14
How WWHM/HSPF works
  • The entire water cycle is modeled on an hourly
    or shorter time step for multiple years.
  • The model computes changes in soil moisture,
    evapotranspiration, and runoff every time step.
  • Three types of runoff
  • surface runoff
  • interflow
  • groundwater/base flow

15
How WWHM works
  • Calibrated parameter values are built into WWHM
    (different calibrated parameter values are used
    for different climatic regions).
  • Local precipitation and evaporation data are
    included in WWHM.

16
How WWHM works
  • User locates project on county map, inputs pre-
    and post-development land use, and proposed
    mitigation measure(s).
  • Predevelopment and mitigated flows are compared
    at Point of Compliance (POC).
  • Mitigated flows are not allowed to exceed flow
    duration standards.

17
How WWHM works
  • User outputs report file and project file.
  • Output files can be submitted to the permitting
    agency for approval.
  • Permitting agency can load project file and
    rerun analysis, if needed.
  • Report file summarizes input data and output
    results.

18
How WWHM works
  • Guidance/help is provided by
  • User Manual
  • Training Workshops
  • CCS Project Book
  • Tech Support
  • Go to www.clearcreeksolutions.com for more
    details.

19
WWHM Version 3
  • Goal give the user greater flexibility and
    options
  • High groundwater element
  • Lateral flow between basins
  • More elements
  • More output options
  • New LID options

20
WWHM Version 3
  • Version 3 projects have no drainage area size
    limitations entire watersheds can be modeled.
  • Version 3 can be customized to local
    jurisdictions (e.g., City of Bellingham, City of
    Seattle).

21
WWHM3 Standard
  • 14 elements
  • basin
  • trapezoidal pond
  • tank
  • lateral pervious basin (NEW)
  • high groundwater/wetland (NEW)
  • vault
  • open channel (NEW)
  • time series (NEW)
  • lateral impervious basin (NEW)
  • gravel trench bed (NEW)
  • sand filter
  • flow splitter (IMPROVED)
  • irregular-shaped pond
  • stage-storage-discharge table

22
WWHM3 PRO Basic
  • WWHM3 Standard plus
  • user selected time step
    (5 minutes to one hour)
  • tagged flow routing
  • additional elements
  • culverts
  • green/vegetated/eco-roofs
  • bioretention swales/rain gardens

23
WWHM3 PRO GIS
  • WWHM3 PRO Basic plus
  • Map Explorer

24
WWHM3 PRO GIS
  • WWHM3 PRO Basic plus
  • GIS Import

25
WWHM3 PRO SWMM
  • WWHM3 PRO Basic plus
  • SWMM Routing

26
WWHM3 PRO Complete
  • WWHM3 PRO Basic plus
  • SWMM
  • GIS

27
WWHM3 LID Modeling
  • Green/vegetated/eco-roof
  • Bioretention swales/rain gardens
  • Porous pavement

28
WWHM3 LID Modeling
Green/vegetated/eco-roof

29
WWHM Green Roof Modeling
  • Study performed for Seattle Public Utilities
  • Green roof modeled Portland Hamilton Building
  • Data provided by Portland BES

30
WWHM Rain Garden Modeling
  • Seattle Bioretention Swales

31
WWHM Rain Garden Modeling
Weir and vertical orifice outlet

Native Soil
Amended Soil (1-3 layers)
Native Soil
Underdrain (optional)
Native Soil
32
WWHM Porous Pavement Modeling
  • Currently represented by the gravel trench bed
    element.
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