FEASIBILITY STUDY AND PRELIMINARY DESIGN OF UNION PARK DAM

摘要

A preliminary hydrologic evaluation of the drainage basin of Union Park Reservoir was completed to determine the probable maximum flood (PMF) and hydrologic loading of the dam. An opinion of the probable construction/project costs was prepared for the main 575-ft.-high RCC gravity dam and three smaller RCC (saddle) dams to be constructed at the north end of the reservoir. A core drilling/rock testing program and cost estimate was developed for implementation during the next phase of the feasibility study.