Engin. Library те 558 79 General Information PRINEVILLE DAM Purpose: Irrigation, flood control, recreation, and fish and wildlife preservation. 54 Location: On the Crooked River about 20 miles upstream from Prineville, Oreg. Constructed: 1958-1961 Date of closure (first storage): December 13, 1960 Reservoir Name: Prineville Average annual inflow (1928-1950): 188, 000 acre-feet Maximum water surface elevation: 3257.9 Total capacity to normal water surface elevation 3234. 8: 155, 000 acre-feet Location and type: Concrete crest and concrete chute at right abutment, uncontrolled Crest width: 20 feet Capacity: 8, 120 second-feet at maximum water surface elevation 3257.9 Outlet Works Location and type: 11-foot-diameter concrete-lined tunnel through right abutment controlled by two 6- by 4-foot regulating gates and two 6- by 4-foot emergency gates Capacity: 3, 300 second-feet at normal water surface elevation 3234.8 Frontispiece--Prineville Dam and Reservoir viewed from rim of Crooked River gorge. Water surface is at elevation 3217. P113-129-823. July 19, 1961. FOREWORD Technical records of design and construction are a series of publications which record the planning, design, construction, and initial operation of Bureau of Reclamation structures. This technical record of design and construction for Prineville Dam is divided into three parts. Part I is devoted to general planning, historical information, a description of the features, a summary of costs, and geology. In part II there are three chapters covering the design of the various features and their components. Part III contains one chapter on contract administration and one chapter comprising a concise narration of construction operations and equipment installation. This technical record was prepared by the Technical Information Branch of the Office of Chief Engineer1/ in Denver, Colo., from final design reports submitted by the design branches, final construction reports and cost information submitted by the field offices, and various planning reports. Acknowledgement is gratefully made to the designers and field personnel for their contributions to this work. There are occasional references to proprietary materials or products in this technical record. These must not be construed in any way as an endorsement, as the Bureau cannot endorse proprietary products or processes of manufacturers or the services of commercial firms for advertising, publicity, sales, or other purposes. 1/Formerly Office of Assistant Commissioner and Chief Engineer. |