ASTM D2035-1980(2003) Standard Practice for Coagulation-Flocculation Jar Test of Water《水的凝聚絮凝瓶试验》.pdf
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1、Designation: D 2035 80 (Reapproved 2003)Standard 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 re
2、vision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) 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 no
3、nsettleable matter 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-flocculationproces
4、s.1.3 This standard 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
5、.1 ASTM Standards:2D 1129 Terminology Relating to WaterD 1192 Specification for Equipment for Sampling Waterand Steam in Closed Conduits3D 1193 Specification for Reagent WaterD 1293 Test Methods for pH of WaterD 1889 Test Method for Turbidity of WaterD 3370 Practices for Sampling Water from Closed C
6、onduits3. 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. The primary variables t
7、o 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 coagulant aids used in the
8、 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 interferences that may make the
9、determination 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 Release (During Test)Flotati
10、on 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 of Water andWater-Formed Depos
11、its, Analysis of Water for Power Generation and Process Use,On-Line Water Analysis, and Surveillance of Water.Current edition approved July 3, 1980. Published October 1980. Originallyapproved in 1964. Last previous edition approved in 1980 as D 203580.2For referenced ASTM standards, visit the ASTM w
12、ebsite, 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.3Withdrawn.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-295
13、9, United States.6.1.3 Testing-Period Biological 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 Stirrer A mu
14、ltiposition 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 should be ta
15、ken 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 Racks A means of introducing each testsolution to all jars simultane
16、ously. 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 the specif
17、ications of the Commit-tee on Analytical Reagents of the American Chemical Society,where such specifications are available.4Other grades may beused, provided it is first ascertained that the reagent is ofsufficiently high purity to permit its use without lessening theaccuracy of the determination.8.
18、2 Purity of Water Unless otherwise indicated, referenceto water for reagent preparation shall be understood to meanType IV reagent water conforming to Specification D 1193.8.3 The following chemicals and additives are typical ofthose used for test solutions and suspensions. The latter, withthe excep
19、tion 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 CoagulantsAlumAl2(SO4)318H2OFerric sulfate Fe2(SO4)3xH2OFerric chloride (FeCl36H2O)Ferrous
20、sulfate (FeSO47H2O)Magnesium carbonate (MgCO33H2O)Sodium aluminate (NaAlO2)Coagulant AidsActivated silicaAnionic (polyelectrolyte)Cationic (polyelectrolyte)Nonionic PolymerOxidizing AgentsChlorine (Cl2)Chlorine dioxide (ClO2)Potassium permanganate (KMnO4)Calcium hypochlorite CaCl(ClO)4H2OSodium hypo
21、chlorite (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 mineralsMiscellaneousActivated carbon (powdered)4Reagent Chemicals, American Che
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