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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Page 1-21
... resultant or total water load can be determined . The direction of the resultant can best be found by layout and will lie through the axis of the pin bearings . G. The following shows the design stresses ordinarily used in designing ...
... resultant or total water load can be determined . The direction of the resultant can best be found by layout and will lie through the axis of the pin bearings . G. The following shows the design stresses ordinarily used in designing ...
Page 1-22
... resultant force W. This eliminates the load on the anchor bolts when the gate is seated . The anchor bolts are designed for shear and tension and for bending and bearing on the concrete when the gate is in the raised position . 1.21N ...
... resultant force W. This eliminates the load on the anchor bolts when the gate is seated . The anchor bolts are designed for shear and tension and for bending and bearing on the concrete when the gate is in the raised position . 1.21N ...
Page 1-24
... resultant water pressure on large structures is a function of horizontal and positive and negative vertical forces . The component forces are separately computed by derived mathematical formulas . For preliminary design analysis , it is ...
... resultant water pressure on large structures is a function of horizontal and positive and negative vertical forces . The component forces are separately computed by derived mathematical formulas . For preliminary design analysis , it is ...
Page 1-27
... resultant water load , R1 , on the upstream face of the gate be computed through a combined analytical and graphic method , assuming that the curvature is composed of a series of straight - faced panels or elements loaded in a ...
... resultant water load , R1 , on the upstream face of the gate be computed through a combined analytical and graphic method , assuming that the curvature is composed of a series of straight - faced panels or elements loaded in a ...
Page 1-35
... resultant deflections will be the same in each girder . This produces uniform tooth pressures between the pinion and gear for the full face width , and is especially necessary when straight - toothed spur gears are used . The maximum ...
... resultant deflections will be the same in each girder . This produces uniform tooth pressures between the pinion and gear for the full face width , and is especially necessary when straight - toothed spur gears are used . The maximum ...
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Common terms and phrases
anchor bolts angle APPROVED ASSEMBLY beam bending blockouts bottom Bronze BULKHEAD GATES BUREAU OF RECLAMATION BUTTERFLY VALVE Cast iron class clearance COASTER GATE coefficient COLORADO concrete cylinder Davis Dam Design Considerations DETAIL diameter discharge downstream Drill emergency gate expansion joint feet flange flow formula friction GATE HOIST gate leaf gear girder girth joints Grand Coulee Dam Head losses hex nut holes horizontal HYDRAULIC GATES Continued inches inlet installation INTERIOR BUREAU iron class 30 length LIST OF DRAWINGS longitudinal manholes maximum needle valve nozzle NUMBER operating OUTLET PIPES penstocks pier Piezometer pounds pressure PUMPING PLANT racks RADIAL GATE Reference Drawings REGULATING GATE Ring Seal roller roller gates rope SECTION A-A shaft Shasta Dam shown in Figure skin plate spillway stem STIFFENER RINGS structure support rings thickness trashrack TUBE VALVE Typical UNITED STATES DEPARTMENT upstream usually vertical wall plates water hammer welded wyes
Popular passages
Page 96 - V = velocity of flow in feet per second D = diameter of pipe in feet.
Page 1-12 - A coaster gate consists primarily of a skin plate supported by horizontal beams which, in turn, are supported by vertical girders at the sides. Continuous roller trains are mounted around the vertical...
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 108 - 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 105 - 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 108 - 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 105 - 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...
Page 1-24 - The reservoir water, when allowed to flow into the recess chamber, will cause pressure on the bottom face of the gate, thereby rotating it slowly upward about the hinge-pin until raised.