Hydrologic Simulations of the Maquoketa River Watershed Using SWAT Working Paper 09-WP 49,June 2009

This paper describes the application of the Soil and Water Assessment Tool (SWAT) model to the Maquoketa River watershed, located in northeast Iowa. The inputs to the model were obtained from the Environmental Protection Agency’s geographic information/database system called Better Assessment Science Integrating Point and Nonpoint Sources (BASINS). Climatic data from six weather stations located in and around the watershed, and measured streamflow data from a U.S. Geological Survey gage station at the watershed outlet were used in the sensitivity analysis of SWAT model parameters as well as its calibration and validation for watershed hydrology and streamflow. A sensitivity analysis was performed using an influence coefficient method to evaluate surface runoff and base flow variations in response to changes in model input hydrologic parameters. The curve number, evaporation compensation factor, and soil available water capacity were found to be the most sensitive parameters among eight selected parameters when applying SWAT to the Maquoketa River watershed. Model calibration, facilitated by the sensitivity analysis, was performed for the period 1988 through 1993, and validation was performed for 1982 through 1987. The model performance was evaluated by well-established statistical methods and was found to explain at least 86% and 69% of the variability in the measured stream flow data for the calibration and validation periods, respectively. This initial hydrologic modeling analysis will facilitate future applications of SWAT to the Maquoketa River watershed for various watershed analysis, including water quality.

Evaluation of Design Flood Frequency Methods for Iowa Streams, TR-533, 2009

The objective of this project was to assess the predictive accuracy of flood frequency estimation for small Iowa streams based on the Rational Method, the NRCS curve number approach, and the Iowa Runoff Chart. The evaluation was based on comparisons of flood frequency estimates at sites with sufficiently long streamgage records in the Midwest, and selected urban sites throughout the United States. The predictive accuracy and systematic biases (under- or over-estimation) of the approaches was evaluated based on forty-six Midwest sites and twenty-one urban sites. The sensitivity of several watershed characteristics such as soil properties, slope, and land use classification was also explored. Recommendations on needed changes or refinements for applications to Iowa streams are made.

Executive Order Number Ten, September 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number One, January 1999

Excecutive order signed by Governor Thomas Vilsck

Executive Order Number Two, February 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number Three, February 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number Four, February 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number Five, March 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number Six, April 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number Seven, September 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number Eight, September 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number Nine, September 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number Thirty-Four, December 2003

Executive order signed by Governor Thomas Vilsck

Executive Order Number Eleven, September 1999

Executive order signed by Governor Thomas Vilsck

Executive Order Number Twelve, September 1999

Executive order signed by Governor Thomas Vilsck