Objectives & Approach |
Analysis & Results |
Model | Data | Downloads | References | Dam-Raise Scenarios
Henry Hagg Lake near Sain Creek
(Photo by S. Rounds, 22-Sep-2004)
The lake is used for recreation in the summer and flood control in the winter. It provides irrigation water to agricultural areas of the basin, and municipal and industrial water to the cities of Forest Grove, Cornelius, Hillsboro, Beaverton, and several smaller towns. Water from Hagg Lake also is used by Clean Water Services, the primary wastewater- and stormwater-management agency in the Tualatin River Basin, to augment flow in the lower Tualatin River in order to enhance water quality and help the river meet water quality standards.
Municipal and industrial demand for water in the Tualatin Basin is projected to almost double by 2050 due to population growth (see the Tualatin Basin Water Supply Feasibility Study by Montgomery Watson Harza, 2004). Several options are being considered to meet this expected demand, including structural changes to Scoggins Dam. Modifications under consideration include raising Scoggins Dam by 6.1 or 12.2 meters (20 or 40 feet) to increase water storage. Any dam raise probably would include modification of the lake's outlets, and may include a selective withdrawal tower. A diversion of water from the upper Tualatin River into Hagg Lake (a "Sain Creek tunnel") is also under consideration, as normal annual rainfall in the basin is not enough to fill the increased volume of an enlarged Hagg Lake (Montgomery Watson Harza, 2004). The effects of these proposed structural changes on lake water quality, and the quality of water withdrawn and released from an enlarged lake are important considerations for water planners.
The objectives of this study were to develop a model of Hagg Lake that could:
To meet these objectives, USGS personnel constructed, calibrated, and tested a model of circulation, water temperature, and water quality for Henry Hagg Lake. The model was constructed to simulate conditions that occurred in the years 2000 through 2003. Model calibration focussed on the years 2000 and 2001; the calibrated model was then tested with data from 2002 and 2003. Hydrologic conditions during this period were variable, from near-normal conditions in most years to extreme drought conditions in winter 2000-2001, which caused the lake to only reach approximately 50% of storage capacity in 2001.
After the model was constructed and calibrated, it was used to simulate a suite of dam-raise scenarios to help predict the water-quality changes that might occur in the lake and downstream if the dam were to be increased in height.
The Hagg Lake model was constructed using CE-QUAL-W2 version 3.12 (Cole and Wells, 2002). CE-QUAL-W2 is a laterally averaged, two-dimensional flow and water-quality model developed by the U.S. Army Corps of Engineers and Portland State University. The simulated dimensions are longitudinal (along the length axis of the waterbody) and vertical (from water surface to bed sediment). The model simulates flow, horizontal and vertical velocities, water temperature, and a suite of water quality constituents. It has been applied to more than 400 lakes and reservoirs around the world, and is well documented and supported. USGS personnel modified the model for this application, adding the capability to simulate a community of zooplankton (Rounds and others, 1999; Rounds and Wood, 2001).
Input data for the Hagg Lake model included lake bathymetry, meteorologic conditions, tributary inflows, tributary temperature and water quality, and lake outflows. Calibrated output included lake hydrodynamics, water temperature, orthophosphate, total phosphorus, ammonia, algae, chlorophyll-a, zooplankton, and dissolved oxygen. Other simulated constituents included nitrate, dissolved and particulate organic matter, dissolved solids, and suspended sediment. Two algal groups (blue-green algae, and all other algae) were included in the model to simulate the lake's algal communities. Measured lake stage data were used to calibrate the lake's water balance; calibration of water temperature and water quality relied upon vertical profile data taken in the deepest part of the lake near the dam.
Sensitivity tests were performed to examine the response of the model to specific parameters and coefficients, including the light-extinction coefficient, wind speed, tributary inflows of phosphorus, nitrogen and organic matter, sediment oxygen demand, algal growth rates, and zooplankton feeding preference factors.
The details of Hagg Lake model construction and calibration have been documented in USGS Scientific Investigations Report 2004-5261:
Sullivan, A.B. and Rounds, S.A., 2005, Modeling
hydrodynamics, temperature and water quality in Henry Hagg Lake, Oregon,
2000-2003: U.S. Geological Survey Scientific Investigations Report 2004-5261,
[Available online at http://pubs.usgs.gov/sir/2004/5261/]
The report describes the objectives and results of the modeling work, including a quantification of model performance, a discussion of those processes that influence water quality in the lake, and the results of sensitivity tests. A second report describes the use of the model to predict the effects of various dam-raise scenarios. In these scenarios, the model was used to assess the changes in temperature and water quality that might result after an increase in the height of Scoggins Dam. The results are documented in USGS Scientific Investigations Report 2006-5060:
Sullivan, A.B. and Rounds, S.A., 2006, Modeling
water-quality effects of structural and operational changes to Scoggins Dam
and Henry Hagg Lake, Oregon: U.S. Geological Survey Scientific Investigations
Report 2006-5060, 36 p.
[Available online at http://pubs.usgs.gov/sir/2006/5060/]
The following findings were the result of an investigation of Henry Hagg Lake as it existed in 2000-2003. For the results of the model predictions for possible future conditions, see the dam-raise scenarios page.
The model code, program, and all data necessary to run it for the years 2000 through 2003 are available from the links below. The model was compiled to run on the Windows operating system, but can be compiled and run on any system that has a FORTRAN 95 compiler. Although CE-QUAL-W2 is available with a graphical user interface, the copy distributed in these packages is a generic version that does not include the interface. The generic version produces the same results, but simply provides less feedback to the model user during the run. The generic version of the model was used exclusively by USGS personnel in this investigation.
The USGS model was a modification of version 3.12 (dated 15-Aug-2003)
of the CE-QUAL-W2 source code. Modifications included the addition of a
zooplankton group and several updates to correct coding bugs, as documented
on the CE-QUAL-W2 website. The
model was compiled using the Compaq Visual Fortran compiler (version 6.6.A)
with the following options:
/fast /nodebug /real_size:64 /warn:(argument_checking,nofileopt,unused,nousage)In particular, the "/real_size:64" option was important in avoiding memory alignment problems.
Most of the lake and tributary data used to calibrate and confirm the model's performance were collected as part of a Hagg Lake monitoring program carried out by various water agencies in the Tualatin Basin. Data from that program are available through the annual reports of the Tualatin River Flow Management Technical Committee.
Henry Hagg Lake: reflections on a calm day
(Photo by S. Rounds, 22-Sep-2004)
Cole, T.M. and Wells, S.A., 2002, CE-QUAL-W2: A two-dimensional, laterally averaged, hydrodynamic and water quality model, version 3.1,: U.S. Army Corps of Engineers Instruction Report EL-02-1 [variously paged].
Ferrari, R.L., 2001, Henry Hagg Lake 2001 Survey: Bureau of Reclamation, 17 p.
Montgomery Watson Harza, 2004, Tualatin Basin water supply feasibility study - Final report, available from Clean Water Services, Hillsboro, Oregon, 79 p., accessed 25 January 2006 at http://www.cleanwaterservices.org/content/documents/Water Supply Study/Water Supply Study Final Report.pdf
Rounds, S.A., Wood, T.M., and Lynch, D.D., 1999, Modeling discharge, temperature, and water quality in the Tualatin River, Oregon: U.S. Geological Survey Water-Supply Paper 2465-B, 121 p.
Rounds, S.A. and Wood, T.M., 2001, Modeling water
quality in the Tualatin River, Oregon, 1991-1997: U.S. Geological Survey
Water-Resources Investigations Report 01-4041, 53 p.
(abstract [HTML], full text [PDF, 2.8 Mbytes])
Questions? Comments? For more information about this project, contact:
U.S. Geological Survey
2130 SW 5th Avenue
Portland, OR 97201
Oregon Water Science Center Home page
Oregon Water Science Center Hydrologic Studies page
Tualatin Water Quality Assessment page
Henry Hagg Lake Model Scenarios page