Date of Award
Master of Science (MS)
Civil and Environmental Engineering
William J. Rahmeyer
Joseph A. Caliendo
Gary P. Merkley
This sedimentation study of the Green River irrigation canal provides the Green River Canal Company (GRCC) with a detailed aerial map of the Green River irrigation canal system to allow operators to quickly and accurately locate canal structures. Also, an Excel spreadsheet accounting model was created which provides the GRCC with the ability to determine where sedimentation likely occurs throughout the canal under given conditions. This model must be operated within set guidelines to provide reliable results and should be calibrated for increased accuracy. It was determined that with no irrigation (i.e., with no canal structures open except for the final return) a minimum flow rate of sixty-three cubic feet per second is needed to prevent sedimentation throughout the canal. Therefore, a flow rate above sixty-three cubic feet per second is needed for any irrigation along the canal in order to prevent sedimentation.
Miller, Jan Michael, "A Sedimentation Study of the Green River Irrigation Canal, Green River, Utah" (2006). All Graduate Plan B and other Reports. 825.
Copyright for this work is retained by the student. If you have any questions regarding the inclusion of this work in the Digital Commons, please email us at .