1.1 HYDRAULIC VALVES GENERAL CONSIDERATIONS .1 Hydraulic valves in general regulate or control flow in conduits, pipe lines, .2 The type of valve selected for any given installation will depend primarily on service conditions to be encountered. In general, valves here considered are designed for operating heads of 75 feet or more. A. Where sandy, silt-laden, or carbonate water is apt to be discharged through B. Where spray from free-discharge valves is objectionable, as in the C. Maintenance should be given consideration in the selection of valves, as D. If two or more types of valves are equally suited functionally for a given installation, selection of the valve will depend on the initial cost, and cost of maintenance. For Bureau-designed valves, the costs of free-discharge valves of all types are roughly proportional to the valve weights for any giver capacity, and the weights of any type of valve will vary approximately as the cube of the inlet diameter. Comparative weights of some of the valves are shown on Figure 1. FUNCTIONS & TYPES BASIS FOR SELECTION OF TYPE Influence of Impurities in Water Dispersion Considerations Maintenance Considerations Final Selection 1.2.E Emergency REQUIRED HYDRAULIC VALVES (Continued) GENERAL CONSIDERATIONS (Continued) In addition to the valves so far considered, certain gates can be and frequently are used for conduit and pipe-line regulation and control. High-pressure gates, slide gates, radial gates, jet-flow gates, and ring gates or cylinder gates are used for free-discharge regulation, while some of these as well as ring-follower and ring-seal gates are used for shutoff service. E. Usually, for penstock or conduit service, provision of only one gate or valve is not sufficient. In addition to a regulating valve or gate, there must be selected also an emergency or shutoff gate or valve so located and so controlled that its closure under emergency unbalanced conditions is assured for any except extremely improbable combinations of circumstances. PREDESIGN .3 In order that valve types and sizes may be intelligently selected for any given INFORMATION installation, certain fundamental data are required. The quantity of water to be discharged and the effective static and operating heads are most important. Usually both maximum and minimum effective heads are required. Frequency of valve operation and length of time a valve may be in service each year are important, as are also climatic conditions, control requirements, number of units desired or most favored, stilling-basin requirements for free-discharge valves, emergency cutoff requirements, clear or muddy water, amount and types of salts in solution in the water, valve positions in conduit or pipe line, and accessibility of valves and controls. The foregoing conditions usually determine the size and number of pipes and valves for the installation, but frequently special conditions are found that are decisive factors. NEEDLE Types of Proportioning Operation VALVE DESIGN .4 The term "needle valve" is usually applied to a valve having a circular A. The valve should normally be installed at the downstream end of the outlet conduit, discharging directly into the atmosphere. In some cases it may be possible to discharge the needle valve submerged under water if adequate precautions are taken to prevent the formation of vacuum conditions and if provisions are made for dissipating the energy of the jet without damaging the surrounding structure. B. The water passage through the valve must be carefully proportioned to prevent subatmospheric pressure and cavitation, and to provide smooth flow at any opening, with the important provision that the minimum opening or control orifice must be maintained at the extreme outlet end. The nozzle tip should be shaped to accelerate the water toward the exit, and should terminate at a sharp-edged flare below the seat to permit free access of air to the jet. In order to maintain the control orifice at the outlet end for any opening, it is also essential that the angle between the nozzle and needle be converging in the direction of flow. C. In a needle valve, the hydraulic forces acting on the needle are approximately balanced so that the force required to move the needle through its entire travel can readily be provided by mechanical operation. However, to provide positive seating in the closed position to minimize leakage, a large force should be supplied. The heavy seating force required usually makes it more economical to move the needle by internal 1.4.D HYDRAULIC VALVES (Continued) VALVE DESIGN (Continued) hydraulic chambers with the reservoir head providing the energy for motive power. To insure positive positioning of the needle, the water pressure is controlled by an automatic mechanical follow-up valve known as the paradox control. This control is arranged to cause the needle to follow the movement of the control stand handwheel and to automatically maintain the needle in the position set by the control stand handwheel. A position indicator is provided in the control stand to give the operator the exact needle position. D. The needle valve has evolved through a number of successive designs, the (1) The ensign valve (see Figure 2) is arranged to mount on the upstream (2) Figure 3 shows a motor-operated needle valve installed at Roosevelt (3) Figure 4 shows a valve of the balanced needle type which was installed Types of Needle Valves Ensign Valve Motor-Operated (4) The internal differential needle valve (see Figure 5) is an improvement Balanced Needle Valve Internal Differential Needle Valve 1.5 Interior Differential Needle Valve HYDRAULIC VALVES (Continued) VALVE DESIGN (Continued) (5) The interior differential needle valve (see Figure 6) is an improvement A dimensional ratio layout diagram has been prepared for use in designing needle valves (see Figure 7). The water passageway dimensions for any valve can be obtained from the ratio diagram by multiplying the ratio figures by the inlet diameter of the size of valve required. A layout drawing using these figures should be prepared first as a guide in designing the valve. The discharge for full valve opening is given by the following formula: Q = CA √2gh where TUBE VALVES In-Line h = 32.2 feet per second effective head in feet at a point one pipe diameter An assembly drawing of this valve in the 86-inch size is shown in .5 Tube valves are used primarily in outlet works and may be located either in A. Tube valves used in the central portion of conduits have long bodies with a 1.5.B HYDRAULIC VALVES (Continued) VALVE DESIGN (Continued) higher. The valves should not be operated for any appreciable length of B. Tube valves used at the downstream ends of conduits have short bodies C. The shape of the water passages is important and should be designed to C = 0.52 for the short body (45° nozzle) free-discharge valve C = 0.72 for the long body (30° nozzle) in-line type discharge D. The required thrust of the operating mechanism can be obtained by adding together (1) the end area of the tube and the central tip multiplied by 50 percent of the static head on the valve, (2) the friction resistance of the seals, and (3) the friction resistance due to the weight of the moving parts. A sufficient factor of safety will be obtained if, in designing the screw, a coefficient of friction of 0.2 at starting and 0.15 at running is used. The discussion of the torque and strength required in the operating parts and castings as given in the design of the hollow-jet valves, Paragraph 1.6, also applies to tube valves. .6 The hollow-jet valve is used primarily in outlet works and is located on the downstream end of the outlet pipe. The water discharged may be closely regulated over the entire opening range of the valve. This valve is essentially a needle valve with the needle, or closure member, pointing upstream. The nozzle is eliminated allowing the water to discharge from the bell-shaped body in a tubular or hollow jet, the outside diameter of which does not change regardless of valve opening. The jet leaves the valve with very little dispersion at any valve opening. The effect of the hollow form is to distribute the energy dissipation over a comparatively large area of the stilling basin, materially reducing the destructive effect but tending to increase the size of basin required. Directing the valve discharge downward at an angle of 20 to 30 degrees aids in reducing disturbances in the basin. An assembly drawing of the 72-inch hollow-jet valve is shown in Figure 11. The full range of these valves is covered in Figure 12, which shows the capacity for varying heads, and in Figure 13, which can be used for estimating weights. A. The proportions of the water passage through the valve are important and have been developed from model experiments to prevent subatmospheric pressure and cavitation. A water passageway ratio layout diagram has been prepared and is available for use in designing the valve. The water Free-Discharge Hydraulic Design Considerations Mechanical Design Considerations HOLLOW-JET Hydraulic Design Considerations |