ASTM C1529-2006a(2011) Standard Specification for Quicklime Hydrated Lime and Limestone for Environmental Uses《具有环境用途的生石灰 熟石灰和石灰石的标准规范》.pdf

《ASTM C1529-2006a(2011) Standard Specification for Quicklime Hydrated Lime and Limestone for Environmental Uses《具有环境用途的生石灰 熟石灰和石灰石的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C1529-2006a(2011) Standard Specification for Quicklime Hydrated Lime and Limestone for Environmental Uses《具有环境用途的生石灰 熟石灰和石灰石的标准规范》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1529 06a (Reapproved 2011)Standard Specification forQuicklime, Hydrated Lime, and Limestone for EnvironmentalUses1This standard is issued under the fixed designation C1529; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revisi

2、on, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers lime and limestone productsand by-product alkaline materials suitable for e

3、nvironmentaluses as shown in Table 1.1.2 The buyer shall designate the use, as listed in Table 1,and may specify one or more of the type designations listedbelow Table 1.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility

4、of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory requirements prior to use.2. Referenced Documents2.1 ASTM Standards:2C25 Test Methods for Chemical Analysis of Limestone,Quicklime, and Hydrated LimeC50 Practice for Samp

5、ling, Sample Preparation, Packaging,and Marking of Lime and Limestone ProductsC110 Test Methods for Physical Testing of Quicklime,Hydrated Lime, and LimestoneC400 Test Methods for Quicklime and Hydrated Lime forNeutralization of Waste AcidD6249 Guide for Alkaline Stabilization of WastewaterTreatment

6、 Plant Residuals3. Terminology3.1 By-product alkaline materialsBy-product lime (suchas lime kiln dust) or other secondary materials (such ashigh-lime fly ash) that contain adequate amounts and types ofcalcium and/or magnesium oxides or hydroxides to meet thephysical and chemical requirements in this

7、 specification. It isadvised that the specific compositions, physical properties,performance characteristics, and anticipated variabilities ofsuch materials be evaluated for the service intended.4. Chemical Composition and Physical Properties4.1 The requirements for quicklime, hydrated lime, andlime

8、stone for the designated end uses are as shown in Table 1,and are on the basis of the weight of sample taken at the placeof manufacture.5. General Requirements5.1 Quicklime shall be reasonably free of unslakable resi-dues and shall be capable of disintegrating in water to form asuspension of finely

9、divided material. The amount of residueshall not exceed that agreed upon between the manufacturerand the purchaser (the residue is the amount of materialretained on a specified screen). The method for measuringquicklime residue appears in Test Methods C110.5.2 The slaking rate for the specified quic

10、klime should bematched to the requirements of the slaking equipment. Themethod for measuring the slaking rate of quicklime appears inTest Methods C110.6. Sampling and Inspection6.1 Conduct the sampling, inspection, rejection, retesting,packaging, and marking in accordance with Practice C50.7. Test M

11、ethods7.1 The chemical analyses shall be made in accordance withTest Methods C25.7.2 The physical tests shall be made in accordance with TestMethods C110.7.3 The basicity-factor tests shall be made in accordancewith Test Methods C400.8. Keywords8.1 biosolids; by-product lime; calcium oxide; dolomiti

12、clime; dolomitic limestone; drinking water; environmental; highcalcium lime; high calcium limestone; hydrated lime; industrialwaste; lime; limestone; magnesian lime; magnesian limestone;neutralization; quicklime; residuals; sewage sludge; stabiliza-tion; treatment; waste; wastewater; water; water so

13、ftening1This specification is under the jurisdiction of ASTM Committee C07 on Limeand is the direct responsibility of Subcommittee C07.02 on Specifications andGuidelines.Current edition approved June 1, 2011. Published July 2011. Originally approvedin 2002. Last previous edition approved in 2006 as

14、C1529 06a. DOI: 10.1520/C1529-06AR11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes s

15、ection appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.SUMMARY OF CHANGESCommittee C07 has identified the location of selected changes to this specification since the last issue,C1529 06, that may i

16、mpact the use of this specification. (Approved November 15, 2006)(1) Revised 1.1.Committee C07 has identified the location of selected changes to this specification since the last issue,C1529 02a, that may impact the use of this specification. (Approved September 1, 2006)(1) Removed by-product hydra

17、ted lime from Table 1.(2) Added a Terminology section.TABLE 1 Lime and Limestone for Environmental UsesUseNotesReferencedApproved Typesof LimeChemical Requirements, % Physical Requirements, % less thanCaO+MgO,minCO2,maxAvailableCaO, minBasicityFactor,minDry Sieve,38 in.Wet Sieve,100 meshDrinking wat

18、ersofteningACQ . . 90 . . .CH . . 68 . . .Waste and wastewaterneutralizationBCH 95.0C5.0 . 0.72 . .DH 95.0C5.0 . 0.81 . .MH 95.0C5.0 . 0.74 . .CQ 90.0 . . 0.93 . .DQ 90.0 . . 1.06 . .MQ 90.0 . . 0.93 . .CLD90.0C. . 0.45 . .DLD90.0C. . 0.56 . .MLD90.0C. . 0.48 . .Wastewater treatment plantresiduals s

19、tabilizationEF,G,HCQ, DQ, MQ 90.0 . . . . . . . . . 100 . . .CH, DH, MH 90.0C. . . . 95By-product alkaline materials 25.0I,J. . . 100 .CQ = Quicklime, high-calciumDQ = Quicklime, dolomiticMQ = Quicklime, magnesianCH = Hydrated lime, high-calciumDH = Hydrated lime, dolomiticMH = Hydrated lime, magnes

20、ianCL = Limestone, high-calciumDL = Limestone, dolomiticML = Limestone, magnesianAIn the softening of drinking water, lime is used alone or with coagulant aids to produce a precipitate that assists in the clarification of water, removal of bacteria, andremoval of hardness. Lime and soda ash may be u

21、sed together for softening water. The lime serves as a chemical reagent in water softening. The only useful constituentof the lime is the calcium oxide content of the quicklime or hydrated lime capable of reacting with the other chemicals in the water or added to it. Inert material, besidesreducing

22、the value in proportion to its amount, also makes more sludge to be disposed of for a given amount of chemical action and thus reduces the capacity of theequipment in which it is used. In addition to water softening, lime is also used for color removal and clarification of water.BWhen determining th

23、e quantity of liming material for the neutralization of liquid acidic wastes, use is made of an acid value-basicity factor relationship. Acid value andbasicity factor test methods are in Test Methods C400.COn a nonvolatile basis.DLimestone analyses are typically reported as carbonate (CO3). The requ

24、irement that limestone contains a minimum of 90 % CaO + MgO on a non-volatile basiscorresponds to approximately 95 % CaCO3+ MgCO3.EWastewater treatment plant residuals may be referred to as sewage sludge or biosolids.FAlso see “Standard Guide for Alkaline Stabilization of Wastewater Treatment Plant

25、Residuals” (D6249).GQuicklime, hydrated lime, and alkaline by-product materials will raise the pH of biosolids.HIf quicklime or by-product alkaline materials containing calcium or magnesium oxide are used, the reaction with water will generate heat. High calcium quicklime willslake more quickly and

26、achieve a higher total temperature rise than other alkaline materials, which generally facilitates treatment. Although slaking rate and totaltemperature rise are not part of this specification, they are critical site-specific factors that should be matched to the users treatment objective and techno

27、logy. The methodsfor measuring the slaking rate of quicklime and total temperature rise appear in Test Methods C110.ITested on an as received basis.JThe available lime index test in Test Methods C25, which measures only calcium oxide and hydroxide, can be used.C1529 06a (2011)2ASTM International tak

28、es no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own re

29、sponsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addres

30、sed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at th

31、e address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).C1529 06a (2011)3