ASTM D2035-2008 Standard Practice for Coagulation-Flocculation Jar Test of Water《水的凝聚絮凝瓶的标准试验》.pdf
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1、Designation: D 2035 08Standard Practice forCoagulation-Flocculation Jar Test of Water1This standard is issued under the fixed designation D 2035; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number i
2、n parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers a general procedure for the evalu-ation of a treatment to reduce dissolved, suspended, colloidal,and nonsettleable matter
3、from water by chemical coagulation-flocculation, followed by gravity settling. The procedure maybe used to evaluate color, turbidity, and hardness reduction.1.2 The practice provides a systematic evaluation of thevariables normally encountered in the coagulation-flocculationprocess.1.3 This standard
4、 does not purport to address the safetyconcerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety andhealth practices and determine the applicability of regulatorylimitations prior to use.2. Referenced Documents2.1 ASTM Standards:2
5、D 1129 Terminology Relating to WaterD 1193 Specification for Reagent WaterD 1293 Test Methods for pH of WaterD 3370 Practices for Sampling Water from Closed ConduitsD 6855 Test Method for Determination of Turbidity Below5 NTU in Static ModeD 7315 Test Method for Determination of Turbidity Above1 Tur
6、bidity Unit (TU) in Static Mode3. Terminology3.1 DefinitionsFor definitions of terms used in this prac-tice, refer to Terminology D 1129.4. Summary of Practice4.1 The coagulation-flocculation test is carried out to deter-mine the chemicals, dosages, and conditions required toachieve optimum results.
7、 The primary variables to be investi-gated using the recommended practice include, but are notlimited to:4.1.1 Chemical additives,4.1.2 pH,4.1.3 Temperature, and4.1.4 Order of addition and mixing conditions.5. Significance and Use5.1 This practice permits the evaluation of various coagu-lants and co
8、agulant aids used in the treatment of water andwaste water for the same water and the same experimentalconditions.5.2 The effects of concentration of the coagulants andcoagulant aids and their order of addition can also be evaluatedby this practice.6. Interferences6.1 There are some possible interfe
9、rences that may make thedetermination of optimum jar test conditions difficult. Theseinclude the following:6.1.1 Temperature Change (During Test)Thermal or con-vection currents may occur, interfering with the settling ofcoagulated particles. This can be prevented by temperaturecontrol.6.1.2 Gas Rele
10、ase (During Test)Flotation of coagulatedfloc may occur due to gas bubble formation caused bymechanical agitator, temperature increase or chemical reaction.1This practice is under the jurisdiction of ASTM Committee D19 on Water andis the direct responsibility of Subcommittee D19.03 on Sampling Water
11、andWater-Formed Deposits, Analysis of Water for Power Generation and Process Use,On-Line Water Analysis, and Surveillance of Water.Current edition approved May 1, 2008. Published May 2008. Originallyapproved in 1964. Last previous edition approved in 2003 as D 2035 80 (2003).2For referenced ASTM sta
12、ndards, 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.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken,
13、 PA 19428-2959, United States.6.1.3 Testing-PeriodBiological activity or other factorsmay alter the coagulation characteristics of water upon pro-longed standing. For this reason the period between samplingand testing should be kept to a minimum, with the time beingrecorded.7. Apparatus7.1 Multiple
14、StirrerA multiposition stirrer with continu-ous speed variation from about 20 to 150 rpm should be used.The stirring paddles should be of light gage corrosion-resistantmaterial all of the same configuration and size. An illuminatedbase is useful to observe the floc formation. Precautionarymeasures s
15、hould be taken to avoid heat being imparted by theillumination system which may counteract normal settling.7.2 Jars (or Beakers), all of the same size and shape;1500-mL Griffin beakers may be used (1000-mL recommendedminimum size).7.3 Reagent RacksA means of introducing each testsolution to all jars
16、 simultaneously. There should be at least onerack for each test solution or suspension. The racks should besimilar to that shown in Fig. 1.8. Reagents8.1 Purity of ReagentsReagent grade chemicals shall beused in all tests. Unless otherwise indicated, it is intended thatall reagents shall conform to
17、the specifications of the Commit-tee on Analytical Reagents of the American Chemical Society,where such specifications are available.3Other grades may beused, provided it is first ascertained that the reagent is ofsufficiently high purity to permit its use without lessening theaccuracy of the determ
18、ination.8.2 Purity of WaterUnless otherwise indicated, referenceto water for reagent preparation shall be understood to meanwater that meets the quantitative quality specifications for TypeIV reagent water conforming to Specification D 1193, Section1.1.8.3 The following chemicals and additives are t
19、ypical ofthose used for test solutions and suspensions. The latter, withthe exception of coagulant aids, may be prepared daily bymixing chemicals with water to a concentration of 10 (60.1)g/L (1.0 mL of test solution or suspension when added to 1 Lof sample is equivalent to 10 mg/L):Prime Coagulants
20、AlumAl2(SO4)318H2OFerric sulfate Fe2(SO4)3xH2OFerric chloride (FeCl36H2O)Ferrous sulfate (FeSO47H2O)Magnesium carbonate (MgCO33H2O)Sodium aluminate (NaAlO2)Coagulant AidsActivated silicaAnionic (polyelectrolyte)Cationic (polyelectrolyte)Nonionic PolymerOxidizing AgentsChlorine (Cl2)Chlorine dioxide
21、(ClO2)Potassium permanganate (KMnO4)Calcium hypochlorite CaCl(ClO)4H2OSodium hypochlorite (NaClO)AlkalisCalcium carbonate (CaCO3)Dolomitic lime(58 % CaO, 40 % MgO)Lime, hydrated Ca(OH)2Magnesium oxide (MgO)Sodium carbonate (Na2CO3)Sodium hydroxide (NaOH)Weighting AgentsBentoniteKaolinOther clays and
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