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Book Laboratory Reports

Download or read book Laboratory Reports written by United States. Bureau of Reclamation. Technical Library, Denver and published by . This book was released on 1952 with total page 456 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Hydraulic Model Studies on the Proposed Water Measuring Device at Dry Creek Turnout Lateral 24 2  Madera Canal  Central Valley Project  California

Download or read book Hydraulic Model Studies on the Proposed Water Measuring Device at Dry Creek Turnout Lateral 24 2 Madera Canal Central Valley Project California written by and published by . This book was released on 1953 with total page 20 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Hydraulic Model Studies of the Turnout and Measuring Structures at Stations 105 85 and 263 50 in the Camino Conduit  Sly Park Unit  American River Division  Central Valley Project  California

Download or read book Hydraulic Model Studies of the Turnout and Measuring Structures at Stations 105 85 and 263 50 in the Camino Conduit Sly Park Unit American River Division Central Valley Project California written by and published by . This book was released on 1954 with total page 38 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Reportnr  HYD 542

    Book Details:
  • Author :
  • Publisher :
  • Release : 1965
  • ISBN :
  • Pages : pages

Download or read book Reportnr HYD 542 written by and published by . This book was released on 1965 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Draft Environmental Impact Report

Download or read book Draft Environmental Impact Report written by California. Department of Water Resources and published by . This book was released on 1974 with total page 748 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Hydraulic Model Studies of the Trinity Dam Morning glory Spillway  Trinity River Division  Central Valley Project  California

Download or read book Hydraulic Model Studies of the Trinity Dam Morning glory Spillway Trinity River Division Central Valley Project California written by Warren B. McBirney and published by . This book was released on 1960 with total page 122 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Hydraulic Model Investigation  Walnut Creek Flood Control Project Contra Costa County  California

Download or read book Hydraulic Model Investigation Walnut Creek Flood Control Project Contra Costa County California written by W. G. Davis and published by . This book was released on 1987 with total page 71 pages. Available in PDF, EPUB and Kindle. Book excerpt: Tests were conducted on a 1:25-scale model of the Walnut Creek channel to determine the adequacy of proposed channel improvements for the Walnut Creek channel, the San Ramon Bypass Channel, and their junction. The model reproduced approximately 1,084 ft of the San Ramon Bypass Channel, 730 ft of the Walnut Creek channel upstream from the junction, with topography reproduced upstream from the entrance to the revised channel, and 640 ft of the existing Walnut creek channel downstream from the junction. The model was constructed so that the slopes of the channels could be adjusted to reproduce various energy gradients equivalent to those resulting from different prototype Manning's n roughness factors.

Book Hydraulic Model Studies of Surges Developed by Rejection of Flow at the Forebay Pumping Plant  San Luis Unit  Central Valley Project  California

Download or read book Hydraulic Model Studies of Surges Developed by Rejection of Flow at the Forebay Pumping Plant San Luis Unit Central Valley Project California written by Danny L. King and published by . This book was released on 1965 with total page 92 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Hydraulic Model Studies of the Canal Transition at the Forebay Pumping Plant  San Luis Unit  Central Valley Project  California

Download or read book Hydraulic Model Studies of the Canal Transition at the Forebay Pumping Plant San Luis Unit Central Valley Project California written by Danny L. King and published by . This book was released on 1965 with total page 128 pages. Available in PDF, EPUB and Kindle. Book excerpt: Hydraulic model studies of 2 intake channel transition designs for the Forebay Pumping Plant in San Luis Unit, CVP, showed that the hydraulic advantages of a symmetrical transition were not great enough to outweigh the economic advantages of an angled transition. Because the pumping plant location and alinement were fixed by geologic conditions a straight-in approach could not be used; therefore 2 alternative schemes for the Forebay Canal alinement and transition configuration were studied by comparing velocity distributions, head losses, and surface flow patterns on a 1:15-scale model. Velocity distribution comparison indicated that a symmetrical transition with curved approach was preferable to an angled transition with straight canal alinement. Although the symmetrical transition showed slightly more desirable flow patterns, the strength of eddy currents occurring along the transition sides appeared to be the same for both types. Head loss difference between the 2 types was too small to justify comparison on this basis. The symmetrical transition exhibited less tendency to form vortices between the intake piers. Both types could possibly be improved by modifying the design--that is, widening the canal bottom or including vertical sidewalls at the pumping plant. The symmetrical transition, although hydraulically preferable, would require additional excavation and a longer approach canal, resulting in higher costs. (Author).

Book Hydraulic Model Studies of the Secondary Louver Structure  Fish Protective Facilities  Tracy Pumping Plant  Central Valley Project  California

Download or read book Hydraulic Model Studies of the Secondary Louver Structure Fish Protective Facilities Tracy Pumping Plant Central Valley Project California written by and published by . This book was released on 1961 with total page 46 pages. Available in PDF, EPUB and Kindle. Book excerpt: