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Utility piping systems water

Pipe used for low-pressure applications such as transporting air, steam, gas, water, oil, etc. Employed in machinery, buildings, sprinkler and irrigation systems, and water wells but not in utility distribution systems can transport fluids at elevated temperatures and pressures not subjected to external heat applications. Fabricated in standard diameters and wall thicknesses to ASTM specifications, its diameters range from Vs to 42 in. o.d. [Pg.140]

Qualification of equipment—The qualification of BPC process equipment including reaction vessels, receivers, crystallizers, centrifuges, dryers, filters, distillation columns, solvent distribution systems, etc. is a well-defined activity. While this equipment is somewhat different in design and operating features, than the dosage form equipment that has been the subject of the majority of papers on the subject, the same general principles apply. Reaction vessels, receivers, and crystallizers differ only minimally from formulation and water for injection tanks. Some BPC dryers are identical to those utilized in tablet departments. Solvent distribution systems are piping systems and may resemble WFI distribution systems. Some pieces of equipment such as distillation columns... [Pg.215]

Electric, gas, and water supplied by outside utility systems Piping systems... [Pg.1574]

The second force shaping the use of lead water pipes was ideology. The construction of urban water systems was often tied to ideas about the appropriate role of local governments in some areas of economic activity, notably public utilities such as water, gas, and electric. The proponents of municipal socialism argued that these activities could not be left in the hands of profiteering capitalists because they could not be trusted to make public health and the broader welfare of city residents their top priority. In Glasgow, municipal socialists used the newly constructed Loch Katrine waterworks as the quintessential example of what their movement could accomplish, and this pride undermined their ability to admit that the new water system was prone to leach lead, even though the problem could have been fixed for a pittance (see chapter 8). [Pg.202]

The pipes in water distribution and transmission systems are difficult to inspect for damage due to their location below the surface of the ground. This difficulty has led water utilities to rely on techniques such as breakage records, leak detection, and water audits to determine the health of their systems. While these techniques have been shown to be very useful in prioritizing repairs and replacements, they have the disadvantage of being reactive in nature. In each case, problems with the water system only become apparent after the pipes have failed in some manner [7]. [Pg.265]

Figure 3.1 Utility service water system pipe almost plugged by heavy tuberculation. Figure 3.1 Utility service water system pipe almost plugged by heavy tuberculation.
Figure 3.14 Small, hard tubercles on an essential service water system pipe in a nuclear utility. Figure 3.14 Small, hard tubercles on an essential service water system pipe in a nuclear utility.
Distribution System Mechanical method of passing hot water over the fill uniformly. Low-pressure spray-through piping and nozzles are usually used in counterflow towers gravity drop is normally utilized in crossflow towers. [Pg.91]

The micro-channels utilized in engineering systems are frequently connected with inlet and outlet manifolds. In this case the thermal boundary condition at the inlet and outlet of the tube is not adiabatic. Heat transfer in a micro-tube under these conditions was studied by Hetsroni et al. (2004). They measured heat transfer to water flowing in a pipe of inner diameter 1.07 mm, outer diameter 1.5 mm, and 0.600 m in length, as shown in Fig. 4.2b. The pipe was divided into two sections. The development section of Lj = 0.245 m was used to obtain fully developed flow and thermal fields. The test section proper, of heating length Lh = 0.335 m, was used for collecting the experimental data. [Pg.149]

After a landfill site has been chosen and a basin has been excavated, the basin is lined with one or more layers of water-retaining material (liners) that form a leachate bathtub. The contained leachate is pumped out through a network of pipes and collector layers. Liners may be constructed of synthetic polymer sheets or of clay. U.S. EPA s MTG3A7 relies on a composite liner that utilizes the advantages obtained from combining both liner systems. [Pg.1118]

Careful attention must also be paid to ensuring that no air bubbles are in the water piping, that the fastest possible water valves are utilized, and that the water nozzles are also as close as possible to the potential hazard to minimize the travel time of the water. These considerations will improve speed of response of the fire detection system to a much greater degree than improving the speed of the detector alone. [Pg.198]

Confirmed design in which additional detail and costs are developed for the arrangement of equipment, piping, utilities (water, steam, electrical, air), instrumentation, and control systems. [Pg.606]

Line pipe Pipeline used for transportation of gas, oil, or water utility distribution pipeline system ranging in sizes from Vi to 42 in. OD inclusive. Fabricated to American Petroleum Institute (API) and American Water Works Association (AWWA) specifications. [Pg.154]


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See also in sourсe #XX -- [ Pg.1212 , Pg.1214 ]




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