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Inches of water column

Aluminum geodesic dome roof tanks are becoming popular. These are often the economic choice. They offer superior corrosion resistance for a wide range of conditions, and are clear span stmctures not requiring internal supports. They can also be built to any required diameter. However, domes caimot handle more than a few inches of water column internal or external pressure. [Pg.313]

Typically an inlet pressure decrease of one inch of water column reduces the power output by 0.4 percent and increases the heat rate by 0.125 percent. Similarly, an exhaust pressure increase of one inch of water reduces the power output by 0.15 percent and the heat rate by 0.125 percent. [Pg.2516]

Moisture and corrosives content are the major gas stream characteristics requiring design consideration. Standard fabric filters can be used in pressure or vacuum service, but only within the range of about 640 mm of water column (25 inches of water column). Well-designed and operated baghouses have... [Pg.187]

The catalyst must be designed to handle the abrasive environment where catalyst hnes are always present in the flue gas yet still perform with a low pressure drop typically below 5 inches of water column. It must also maintain activity continuously for a 5 year cycle, yet be selective enough to limit undesirable reactions like SO2 oxidation. The catalyst must also be able to withstand periodic blasts of steam or pressurized air coming from the soot blower system found in many of the newer FCCU SCR units. [Pg.327]

Fixed-Roof Tanks. The effect of internal pressure on plate structures, including tanks and pressure vessels, is important to tank design. If a flat plate is subjected to pressure on one side, it must be made quite thick to resist bending or deformation. A shallow cone-roof deck on a tank approximates a flat surface and is typically built of 3/ 16-in. (4.76-mm) thick steel (Fig. 4a). This is unable to withstand more than a few inches of water column pressure. The larger the tank, the more severe the effect of pressure on the structure. As pressure increases, the practicality of fabrication practice and costs force the tank builder to use shapes more suitable for internal pressure. The cylinder is an economic and easily fabricated shape for pressure containment. Indeed, almost all large tanks are cylindrical. The problem, however, is that the ends must be closed. The relatively flat roofs and bottoms or closures of tanks do not lend themselves to much internal pressure. As internal pressure increases, tank builders use roof domes or spheres. The spherical tank is the most economic shape for internal pressure storage in terms of required thickness, but it is generally more difficult to fabricate than a dome- or umbrella-roof tank because of its compound curvature. [Pg.311]

The units in this equation vary and are often embedded in the flow coefficient. For gases, the traditional units are standard cubic feet per day for the flow rate and barrels per day for liquids. The pressure drop is traditionally in inches of water column. However, conversion to other units is relatively straightforward. [Pg.209]

Pressure drop is total pressure loss across the meter at 100% flow rate in inches of water column. [Pg.454]

The reader should note that absolute and gauge pressures are usually expressed with units of atm, psi, or mm Hg. This statement also applies to partial pressures. One of the most common units employed to describe pressure drop is inches of H2O, with the notation in. H2O or IWC (inches of water column). [Pg.8]

For example, it is common to be able to measure the draft inside of a heater with an accuracy of 1/lOOth of an inch of water column (0.00036 psi). With U-tube monometers, it is not possible to read pressures this accurate instead, inclined manometers are commonly used. [Pg.83]

Forced draft burners normally operate at an air side delivery pressure that can be in excess of 2 inches of water column (0.5 kPa). They utilize the air pressure to provide a superior degree of mixing between fuel and air. Also, with forced draft systems, air control... [Pg.387]

Pressure and flow measurements are very useful for the characterization and operation of test equipment. Pressures in fuel lines are generally several psi whereas pressures in the combustion chamber and air duct may be on the order of inches of water column. The expected pressure range will determine what measuring device is best suited for the application. [Pg.702]

Pressure drop is usually extremely low, in the range of 1 inch of water column maximum. The pressure drop is normally so low that it is ignored in design. [Pg.376]

An unofficial English unit of pressure more useful with enclosed machines is the inch of water column. This unit is an artifact of experimental pressure measurements being made with a manometer where the height of the fluid column was the measurement sought. This unit offers a convenient scale for identifying small values of pressure. One Torr is equal to about one-half inch of water column pressure (actually 5. 3577x10 inches of water). [Pg.109]

The last factor presented here to rate filter media, is that of air permeability. This is the measurement of a filter medium s ability to pass air. Air permeability is stated in CFM, the number of cubic feet of air that could pass through a square foot of medium per minute at a given pressure rating to determine air flow. The standard equipment used for this rating in the USA is the Frazier differential pressure air permeability machine. The air permeability test is based on Frazier method number 5450, equivalent to Federal Test Method Standard number 191 and ASTM 0737-75(80). The test pressure is 0.01806 p.s.i. and the inches of water column is 0.5 in. [Pg.299]

Substituting these values into Eq. 13.B.11, we obtain a pressure difference between the back and front cyclones of about -0.224 kPa (about -23 mm or -1 inch of water column). Since this pressure differential (back - front) is negative, the liquid level in the two back cyclones will be 23 mm of water column higher than that for the two front cyclones. The level in the two middle cyclones can be expected to lie between that of the front and back cyclones. [Pg.317]


See other pages where Inches of water column is mentioned: [Pg.411]    [Pg.413]    [Pg.473]    [Pg.193]    [Pg.157]    [Pg.185]    [Pg.440]    [Pg.455]    [Pg.46]    [Pg.368]    [Pg.368]    [Pg.509]    [Pg.202]    [Pg.354]    [Pg.11]   
See also in sourсe #XX -- [ Pg.2 , Pg.440 ]




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