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Maximum flooding

Operating load as percentage of maximum flood load... [Pg.324]

Figure 9-49. Estimated pressure drop referenced to percentage of maximum flood load for structured woven/knitted wire mesh X-100 and S-100. Referenced to liquid of 60 Ib/ft. To correct other liquids, multiply AP from figure by ratio of actual liquid density to 60. Used by permission of ACS Industries, Inc., Separation Technology Division, Bull. 8-129(1992). Figure 9-49. Estimated pressure drop referenced to percentage of maximum flood load for structured woven/knitted wire mesh X-100 and S-100. Referenced to liquid of 60 Ib/ft. To correct other liquids, multiply AP from figure by ratio of actual liquid density to 60. Used by permission of ACS Industries, Inc., Separation Technology Division, Bull. 8-129(1992).
The value of FP is obtained directly from the overall material balance. For a selected tray spacing (usually 18 in (457 mm) of 24 in (610 mm) and FP as the abscissa, a value of the ordinate is obtained. This is the capacity parameter C i, at the maximum (flood) capacity. The ordinate value is... [Pg.1092]

Reed, O. (1929). Maximum flood discharge in San Joaquin Valley, Calif Trans. ASCE 93 406-430 93 440-450. [Pg.733]

The PSE operates between the mixer-settler and the dispersion range with frequencies between 60 and 150 min , and amplitudes below 10 mm. Maximum throughput is then ca. 60 m /(m h) with minimum holdup and a good separation efficiency. The best operating point for the PSE is with a pulsation frequency of 10-20 strokes/min above the pulsation frequency for the maximum flooding point [6.44] (Fig. 6-37 in... [Pg.438]

No structure of any importance, either in or adjacent to a river, should ever be built without giving due consideration to the damage it may cause by its influence on flood waters or the damage to which it may be subjected by those same waters. The maximum flood that any such structure can safely pass is called the design flood. If a flood of a given magnitude... [Pg.404]

SSCs important to safety should be located at an elevation higher than the expected maximum flood level or should be sufficiently protected. [Pg.17]

The System 80+ Standard Design is designed to meet the requirements of GDC 2 as described in CESSAR-DC, Section 3.1.2. The System 80+ Standard Design is based upon a set of assumed site-related parameters. These parameters were selected to envelope most potential nuclear power plant sites in the United States. A summary of the assumed site design parameters, including maximum flood level, is given in CESSAR-DC, Section 2.0, Table 2.0-1. [Pg.153]

I ground tanks containing flammable liquids, so installed that more than 70 percent of their storage capacity will be submerged at the maximum flood stage, shall be so anchored, weighted, or secured by other means, as to prevent movement by such tanks when filled... [Pg.395]

Sections 5 to 12 deal with the derivation of the probable maximum flood, probable maximum seiche from runoff, probable maximum storm surge and probable maximum tsunami at the site, after simulation of the effects on the site and the presentation of the possible combinations. [Pg.4]

Wind generated water waves (surface gravity waves) should be taken into consideration in the flood analysis for coastal sites. The calculations of extreme events (such as surges, seiches or tsunamis) and the associated wind waves should be performed together since the results are non-hnear and it is not appropriate to evaluate the partial effects separately and then add them to obtain the maximum flood level. [Pg.33]

In both cases the design basis precipitation isohyetals should be selected to produce the maximum floods — in the first case at the dam, in the second case at the site. [Pg.47]

Browzin, B. S. Statistical safety factor concept for determining the probable maximum flood. Specialty Conference on Structural Design of Nuclear Power Plant Facilities, Chicago, IL, December 1973 Proceedings (Publ. ASCE), Vol. n, pp. 557 570. [Pg.127]

USNRC Standard Review Plan, Section 2.4.3, Probable Maximum Flood (PMF) on Streams and Rivers, U.S. Nuclear Regulatory Commission, Office of Nuclear Reactor Regulation, September 1975. [Pg.127]


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See also in sourсe #XX -- [ Pg.271 ]




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Maximum flooding surfaces

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