ASTM C969M-2002(2009) Standard Practice for Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines (Metric)《安装的预制混凝土污水管道的表面渗入和渗出的验收检验的标准实施规.pdf

《ASTM C969M-2002(2009) Standard Practice for Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines (Metric)《安装的预制混凝土污水管道的表面渗入和渗出的验收检验的标准实施规.pdf》由会员分享，可在线阅读，更多相关《ASTM C969M-2002(2009) Standard Practice for Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines (Metric)《安装的预制混凝土污水管道的表面渗入和渗出的验收检验的标准实施规.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 969M 02 (Reapproved 2009)Standard Practice forInfiltration and Exfiltration Acceptance Testing of InstalledPrecast Concrete Pipe Sewer Lines (Metric)1This standard is issued under the fixed designation C 969M; the number immediately following the designation indicates the year oforigi

2、nal adoption or, in the case of revision, 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. Scope1.1 This practice covers procedures for testing installedprecast con

3、crete pipe sewer lines using either water infiltrationor exfiltration acceptance limits to demonstrate the integrity ofthe installed materials and construction procedure.1.2 This practice is the SI companion of Practice C 969.NOTE 1The owner shall specify the following: who will conduct,observe, and

4、 furnish labor, furnish material and measuring devices, andpay for the tests; who is responsible for determining local groundwaterconditions; and which test is to be conducted, that is, an infiltration test oran exfiltration test.NOTE 2The user of this practice is advised that test criteria presente

5、din this practice are similar to those in general use. Pipe, 600-mm diameteror larger, may be accepted by visual inspection when testing forinfiltration.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of th

6、is standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C 822 Terminology Relating to Concrete Pipe and RelatedProducts3. Terminology3.1 DefinitionsFor definitions of terms re

7、lating to con-crete pipe, see Terminology C 822.4. Summary of Practice4.1 Determine the groundwater conditions surrounding thesection of sewer to be tested and select the type of test to beconducted.4.2 For the infiltration test, the amount of water leaking intothe sewer line is measured, and the ra

8、te of infiltration isdetermined. If the rate is less than or equal to the allowablelimit, the section of sewer tested is acceptable.4.3 For the exfiltration test, the sewer line is filled withwater to the specified test head and the rate of water loss isdetermined. If the rate is less than or equal

9、to the allowablelimit, the section of sewer tested is acceptable.5. Significance and Use5.1 This is not a routine test. The values recorded areapplicable only to the sewer being tested and at the time oftesting.6. Preparation of the Sewer Line6.1 The sewer line shall be free of debris prior to testi

10、ng.6.2 The manholes, the ends of the branches, laterals, wyes,and stubs to be included in the test shall be plugged. All plugsshall be secured to prevent leakage blowout due to testingpressure.7. Procedure7.1 Infiltration Testing:7.1.1 Conduct testing from manhole to manhole or betweenmore than two

11、manholes. The length of main tested shall notexceed 213 m.7.1.2 Stop all dewatering operations and allow the ground-water to return to its normal level. Infiltration testing shall notbe used unless the groundwater level is at least 0.6 m above thecrown of the pipe for the entire length of the test s

12、ection.7.1.3 Plug all pipe outlets discharging into the upstreammanhole.7.1.4 Measure the groundwater elevation and determine theaverage head over the test section.7.1.5 Measure infiltration leakage at the outlet of the testsection. Because leakage allowances are small, measurementsare best made by

13、either timing the filling of a small containerof known volume, or by directing flow into a container for aspecified time and measuring the content, or by using smallweirs.7.1.6 If the measured rate of leakage is less than or equal tothe allowable leakage in accordance with 8.1, the section ofsewer t

14、ested is acceptable.1This practice is under the jurisdiction of ASTM Committee C13 on ConcretePipe and is the direct responsibility of Subcommittee C13.09 on Methods of Test.Current edition approved June 1, 2009. Published July 2009. Originally approvedin 1982. Last previous edition approved in 2002

15、 as C 969M 02.2For 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.1Copyright ASTM International, 100 Barr Harbor

16、Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.7.1.7 If the test section tails, it is not prohibited that it berepaired and retested in accordance with this practice.7.2 Exfiltration Testing:7.2.1 Conduct testing from manhole to manhole or betweenmore than two manholes. The leng

17、th of main tested shall notexceed 213 m.7.2.2 Determine the groundwater elevation at both ends ofthe test section. If the groundwater level is less than 0.6 mabove the crown of the pipe measured from the highestelevation of the sewer, the exfiltration test shall be used.7.2.3 Plug all pipe outlets d

18、ischarging into the upstreammanhole and the test section outlet, and fill the sewer line withwater.7.2.4 At the upstream manhole, the test head shall beestablished as a minimum of 0.6 m above the crown of thepipe, or at least 0.6 m above existing groundwater, whicheveris higher.7.2.5 Allow the pipe

19、to remain saturated for a period longenough to allow water absorption in the pipe, a minimum of 4h and up to a maximum of 72 h. After the absorption period,refill the pipe to the required test head.7.2.6 Measure the leakage loss over a timed test period. Theminimum test period shall be 15 min and th

20、e maximum shallnot exceed 24 h.7.2.7 If the measured rate of leakage is less than or equal tothe allowable leakage in accordance with 8.2, the section ofsewer tested is acceptable.7.2.8 If the test section fails, it is not prohibited that it berepaired and retested in accordance with this practice.

21、Thegroundwater elevation shall be redetermined prior to a secondtest and the test head adjusted, if necessary, in accordance with7.2.4.8. Leakage Criteria8.1 Infiltration Testing:8.1.1 For infiltration testing, the allowable leakage limitincluding manholes is 18.5 L/(mm of internal diameter) (km ofs

22、ewer) (24 h) when the average head on the test section is 1.8m or less.NOTE 3The average head on the test section is the head above thecrown of the pipe at the upstream manhole plus the head above the crownof the pipe at the downstream manhole divided by two.8.1.2 When the average groundwater head o

23、n the testsection is greater than 1.8 m, the allowable leakage shall beincreased in proportion to the ratio of the square root of theaverage groundwater head to the square root of the base headof 1.8 m.8.1.3 Manholes shall be tested separately and independentlyor with the pipeline with the allowance

24、 of 4 L/(m of diameter)(m of head) (h). If building or house leads are connected to themain line being tested, allowance shall be made for permissibleleakage in such leads.8.2 Exfiltration Testing:8.2.1 For exfiltration testing, the allowable leakage limitincluding manholes is 18.5 L/(mm of internal

25、 diameter) (km ofsewer) (24 h) when the average head on the test section is0.9 m or less.8.2.2 When the average head on the test section is greaterthan 0.9 m, the allowable leakage shall be multiplied by theratio of the square root of the average test head and the squareroot of the base head of 0.9

26、m.8.2.3 Manholes may be tested separately and independentlyor with the pipeline with an allowance of 4 L/(m of diameter)(m of head) (h).9. Calculation9.1 Sample calculations are presented in the Appendix.10. Precision and Bias10.1 No justifiable statement shall be made either on preci-sion or on bia

27、s of these procedures since the test results merelystate whether there is conformance to the criteria for thesuccess specified. Due to the sealing effects of groundwater,internal flow in the sewerline, and test water, the test conditionsand results are not reproducible.APPENDIX(Nonmandatory Informat

28、ion)X1. APPLICATION OF THE PRACTICEX1.1 The following examples have been prepared todemonstrate the technique of applying this practice:X1.1.1 Example 1: A sewer line is to be tested forinfiltration. The sewer line is a 300-mm diameter pipe with thegroundwater head over the upstream manhole of 2.7 m

29、 and agroundwater head over the downstream manhole of 3.3 m. Thedistance between manholes is 120 m.X1.1.1.1 Find: The appropriate allowable rate of infiltra-tion leakage per hour of test.X1.1.1.2 Solution: The average test head in metres is:Test head 5 2.7 1 3.3!/2 5 3 (X1.1)Since the test head is g

30、reater than the base head (1.8 m), theallowable rate of 18.5 L (mm diameter) (km) (24 h) must bemultiplied by the ratio of the square root of the averagegroundwater head (3 m) and the square root of the base head(1.8 m) or:Allowable leakage 5 18.5 3 =3/=1.8 (X1.2)C 969M 02 (2009)25 23.9 L/mm diamete

31、r!km!24 h! (X1.3)Conversion of this rate to the allowable leakage for theabove line in litres per hour gives: Allowable leakage:23.9300 diameter! 3 120 m!24 h! 3 1000 m/km!5 35.8 (X1.4)X1.1.1.3 Answer: 35.8 L/h.X1.1.2 Example 2: A sewer line is to be tested forexfiltration as the groundwater level i

32、s below the crown of thepipe at the upstream manhole. The sewer line is a 450-mmdiameter pipe with a specified test head of 0.6 m over thecrown of the pipe at the upstream manhole. The sewer line testsection is 120 m long between manholes on a slope of 1.0 %.X1.1.2.1 Find: The appropriate allowable

33、rate of exfiltra-tion leakage per hour of test.X1.1.2.2 Solution: The average test head in metres is:Test head 5120 3 0.1 1 0.6! 1 0.625 1.2 (X1.5)Since the test head is greater than the base head (0.9 m), theallowable rate of 18.5 L/(mm diameter) (km) (24 h) ismultiplied by the ratio of the square

34、root of the test head andthe square root of the base head (0.9 m) or:Allowable leakage 5 18.5=1.2/=0.9 (X1.6)5 21.4 L/mm diameter! km! 24 h! (X1.7)Conversion of this rate to the allowable leakage for theabove line in litres per hour gives:Allowable leakage 5 21.4450 dia! 3 120 m!24 h! 3 1000 m/km!5

35、48.2(X1.8)X1.1.2.3 Answer: 48.2 L/h.ASTM International takes 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 ris

36、kof infringement of such rights, are entirely their own responsibility.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 thi

37、s standard or for additional standardsand should be addressed 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

38、your views known to the ASTM Committee on Standards, at the 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).C 969M 02 (2009)3