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Modeling Water Quality in the Tualatin River, Oregon, 1991-1997

By Stewart A. Rounds and Tamara M. Wood

USGS Water-Resources Investigations Report 01-4041, 53 pages, 36 figures, 7 tables (Published March 2001)


Report availability


ABSTRACT

The calibration of a model of flow, temperature, and water quality in the Tualatin River, Oregon, originally calibrated for the summers of 1991 through 1993, was extended to the summers of 1991 through 1997. The model is now calibrated for a total period of 42 months during the May through October periods of 7 hydrologically distinct years. Based on a modified version of the U.S. Army Corps of Engineers model CE-QUAL-W2, this model provides a good fit to the measured data for streamflow, water temperature, and water quality constituents such as chloride, ammonia, nitrate, total phosphorus, orthophosphate, phytoplankton, and dissolved oxygen. In particular, the model simulates ammonia concentrations and the effects of instream ammonia nitrification very well, which is critical to ongoing efforts to revise ammonia regulations for the Tualatin River. In addition, the model simulates the timing, duration, and relative size of algal blooms with sufficient accuracy to provide important insights for regulators and managers of this river.

Efforts to limit the size of algal blooms through phosphorus control measures are apparent in the model simulations, which show this limitation on algal growth. Such measures are largely responsible for avoiding violations of the State of Oregon maximum pH standard of 8.5 in recent years, but they have not yet reduced algal biomass levels below the State of Oregon nuisance phytoplankton growth guideline of 15 µg/L chlorophyll-a.

Most of the dynamics of the instream dissolved oxygen concentrations are captured by the model. About half of the error in the simulated dissolved oxygen concentrations is directly attributable to error in the size of the simulated phytoplankton population. To achieve greater accuracy in simulating dissolved oxygen, therefore, it will be necessary to increase accuracy in the simulation of Tualatin River phytoplankton.

Future efforts may include the introduction of multiple algal groups in the model. This model of the Tualatin River continues to be used as a quantitative tool to aid in the management of this important resource.


 

TABLE OF CONTENTS

Abstract
Introduction
Purpose and Scope
Model Setup
     Model Application
     Data Sources and Frequency
     Model Modifications
     Model Parameterization
Model Results
     Fit Statistics
     River Discharge and Pool Depth
     Water Temperature
     Thermal Stratification
     Conservative Tracers
     Nutrients, Algae, and Dissolved Oxygen
     Wastewater Treatment Plant Ammonia Discharge Events
     Suppression of Algal Growth in 1996
Summary
References Cited

 
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U.S. Geological Survey, 10615 S.E. Cherry Blossom Drive, Portland, OR 97216 (ph: 503-251-3201, e-mail info-or@usgs.gov)

and (at a nominal charge) from:

U.S. Geological Survey, Information Services, Box 25286, Denver, CO 80225 (ph: 1-888-ASK-USGS, e-mail infoservices@usgs.gov).

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Last modified: 3/14/01