ASTM F625 F625M-1994(2011)e1 Standard Practice for Classifying Water Bodies for Spill Control Systems《泄洪控制系统水体分级的标准操作规程》.pdf
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1、Designation: F625/F625M 94 (Reapproved 2011)1Standard Practice forClassifying Water Bodies for Spill Control Systems1This standard is issued under the fixed designation F625/F625M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, th
2、e year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTEUnits information was editorially corrected in October 2011.1. Scope1.1 This practice creates a system of categorie
3、s that classifywater bodies relating to the control of spills of oil and othersubstances that float on or into a body of water.1.2 This practice does not address the compatibility of spillcontrol equipment with spill products. It is the users respon-sibility to ensure that any equipment selected is
4、compatiblewith anticipated products.1.3 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two system
5、s may result in non-conformancewith the standard.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of re
6、gulatory limitations prior to use.2. Terminology2.1 Definitions:2.1.1 Recommended units of measure are given for each ofthe following definitions.2.1.2 air temperatureaverage or point temperature of theair measured at or near the ground or water surface, (C).2.1.3 currentaverage water velocity relat
7、ive to a referencepoint, (m/s).2.1.4 debrisany solid or semi-solid substance that couldinterfere with the operation of a spill control system.2.1.5 water depthmean vertical distance measured fromthe surface of the water to the top of the continuous solidsurface below at mean lower low water, (m).2.1
8、.6 water temperatureaverage or point temperature of awater body as measured within the top 300 mm 12 in., (C).2.1.7 wave height(significant wave height) the averageheight, measured crest to trough, of the one-third highestwaves, considering only short-period waves (that is, period lessthan 10 s), (m
9、).2.1.8 wave period(significant wave period) the averageperiod of the one-third highest waves, measured as the elapsedtime between crests of succeeding waves, (s).2.1.9 windthe air velocity measured at a height 10 metres33 ft above the ground or water, (m/s).3. Summary of Practice3.1 General environ
10、mental conditions for spill control sys-tems are grouped into four major types of water bodies (seeTable 1). Additional factors that may affect spill controloperations are listed in Section 5.4. Significance and Use4.1 This practice is to be used as a guide to classify waterbodies for spill control
11、systems. These classifications may beused in formulating standards for design, performance, evalu-ation, contingency and response planning, contingency andresponse plan evaluation, and standard practice for spill controlsystems.4.2 Relatively few parameters of broad range have beenused in Table 1 in
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