Reclamation Manual: Design and construction, pt. 2. Engineering design: Design supplement no. 2: Treatise on dams; Design supplement no. 3: Canals and related structures; Design supplement no. 4: Power systems; Design supplement no. 5: Field installation procedures; Design supplement no. 7: Valves, gates, and steel conduits; Design supplement no. 8: Miscellaneous mechanical equipment and facilities; Design supplement no. 9: Buildings; Design supplement no. 10: Transmission structures; Design supplement no. 11: Railroads, highways, and camp facilities, Volume 10, Parts 1-2
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allow anchor anchor bolts angle APPROVED ASSEMBLY beam bearing bending bolts bottom branch bronze capacity Cast closed coefficient concrete conduit connections Considerations construction cover cylinder DENVER Design DETAIL diameter discharge drum effective equal expansion joint face feet field flange flow forces formula frame friction gate GATE HOIST gate leaf GATES Continued gear girder guides head hoist holes horizontal hydraulic inches inlet installation INTERIOR BUREAU iron joints length lifting limited LIST load located longitudinal loss lower MATERIAL maximum needle valve NOTE opening operating outlet penstock pipe placed Plant plate position pounds pressure PROJECT pump racks RADIAL GATE RECLAMATION reducer Reference Drawings regulating resultant ring rope seal seat SECTION shell shown in Figure side standard Steel stem stress structure surface tests thickness tube Typical upstream usually vertical weight welded wheels
Page 88 - V = velocity of flow in feet per second D = diameter of pipe in feet.
Page 1-1 - The needle is moved by water pressure from the outlet conduit which acts on interior chambers in the valve. The movement is controlled by a...
Page 1-2 - Tube valves are ordinarily better adapted to underwater discharge or for use inside a conduit, since an insufficient air supply does not appear to produce all the cavitational effects inherent in other valves.
Page 100 - The pier must be stable against sliding. The vertical component of the resultant of all forces should not be less than the horizontal component of all forces divided by the coefficient of sliding friction at the base of the pier. The friction coefficient may vary from 0.35 to 0.65, depending on the underlying material. The base of the pier should be placed below the frost line. Steel reinforcement of concrete piers is usually limited to that required for temperature and shrinkage crack control.
Page 97 - The clearances at the ends of the sleeves and the distances from the ends of the sleeves to the packing- retainer rings should be ample to permit the maximum movement expected.
Page 100 - The vertical component of the resultant of all forces should not be less than the horizontal component of the resultant of all forces divided by the coefficient of sliding friction at the base of the anchor.
Page 97 - This consists of an inner and an outer sleeve, a stuffing box with packing, held by a retainer ring and compressed with a packing gland. The inner...