Title: Western Washington Hydrology Model Version 3
1Western Washington Hydrology ModelVersion 3
- Vancouver, WA, Workshop
- October 17, 2007 AM
2Western Washington Hydrology ModelVersion 3
- Instructors
- Doug Beyerlein, P.E.
- Joe Brascher
- Clear Creek Solutions, Inc.
- www.clearcreeksolutions.com
3Clear 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.
4WWHM 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
5WWHM Introduction
Developed for the 19 counties of western
Washington. Part of Ecologys Stormwater
Management Manual
6WWHM Introduction
WWHM3 Standard is available free from the
Washington State Department of Ecology web site
http//www.ecy.wa.gov/programs/wq/stormwater/
7WWHM Background and Theory
- Ecologys Stormwater Management Manual
- Specifies a flow duration standard
- Requires the use of Western Washington
Hydrology Model (WWHM) or equivalent
8WWHM Background and Theory
- Flow duration standard based on erosive flows.
-
- Erosive flow range ½ of 2-year to 50-year flow.
9WWHM Background and Theory Flow Duration
Analysis Percent of time the flow exceeds a
specific value.
- Requires continuous simulation hydrology to
compute flow duration.
10WWHM Background and Theory
- Continuous simulation hydrology models the entire
hydrologic cycle for multiple years. - Stormwater runoff surface runoff interflow.
11WWHM Capabilities
- WWHM uses continuous simulation hydrology to
compute stormwater runoff for both predevelopment
and post-development conditions. - Predevelopment Post-development
12WWHM 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.
13How 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.
14How 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
15How 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.
16How 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.
17How 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.
18How WWHM works
- Guidance/help is provided by
- User Manual
- Training Workshops
- CCS Project Book
- Tech Support
- Go to www.clearcreeksolutions.com for more
details.
19WWHM 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
20WWHM 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).
21WWHM3 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
22WWHM3 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
-
23WWHM3 PRO GIS
- WWHM3 PRO Basic plus
- Map Explorer
-
24WWHM3 PRO GIS
- WWHM3 PRO Basic plus
- GIS Import
-
25WWHM3 PRO SWMM
- WWHM3 PRO Basic plus
- SWMM Routing
-
26WWHM3 PRO Complete
- WWHM3 PRO Basic plus
- SWMM
- GIS
-
27WWHM3 LID Modeling
- Green/vegetated/eco-roof
- Bioretention swales/rain gardens
- Porous pavement
28WWHM3 LID Modeling
Green/vegetated/eco-roof
29WWHM Green Roof Modeling
- Study performed for Seattle Public Utilities
- Green roof modeled Portland Hamilton Building
-
- Data provided by Portland BES
30WWHM Rain Garden Modeling
- Seattle Bioretention Swales
-
31WWHM Rain Garden Modeling
Weir and vertical orifice outlet
Native Soil
Amended Soil (1-3 layers)
Native Soil
Underdrain (optional)
Native Soil
32WWHM Porous Pavement Modeling
- Currently represented by the gravel trench bed
element.