Master of Science in Engineering, Youngstown State University, 2024, Department of Civil/Environmental and Chemical Engineering
The Mill Creek watershed is located in the Northeast Ohio and covers an area of 78.3 square miles within the Mahoning River basin. The river has been experiencing significant water quality problems due to pollution from point and nonpoint source contributions from its tributaries. Before joining the Mahoning River, the river flows through several areas, including the City of Columbiana, Beaver Township, Boardman Township, and Youngstown. Mill Creek comprises seven major tributaries, namely Anderson Run, Cranberry Run, Indian Run, Bears Run, Ax Factory Run, Sawmill Run, and Turkey Run, all of which contribute to the degradation of the river water quality in terms of algal bloom, turbidity, and bacterial contamination. The water quality of rivers is significantly affected by several sources of contamination, such as combined sewer overflows, failing septic systems, animal waste, and runoff from agricultural and urban areas. Despite several studies conducted in the past, a hydrologic and hydraulic investigation in the context of water quality modeling has not been conducted in Mill Creek yet. To address this concern, monitoring stations were established in different locations along the river to record real-time flow depth data using HOBO loggers. In addition, sporadic water quality data from the past and the recent data collected by the Environmental Science Program at YSU have been used for water quality calibration and validation. The hydrologic and hydraulic model was developed using the Personal Computer Storm Water Management (PCSWMM) model. Data sourced from the National Oceanic and Atmospheric Administration (NOAA) of the National Climatic Data Center (NCDC), the Digital Elevation Model (DEM) from the United States Geological Survey (USGS), land cover data from the National Land Cover Datasets (NLCD), and soil data from the United States Department of Agriculture (USDA) were utilized to construct the model. The calibration and validation of the model were carrie (open full item for complete abstract)
Committee: Suresh Sharma PhD (Advisor); Felicia Armstrong PhD (Committee Member); Sahar Ehsani PhD (Committee Member)
Subjects: Civil Engineering; Environmental Engineering; Hydrology