ASTM D8265-23
(Practice)Standard Practices for Electrical Methods for Mapping Leaks in Installed Geomembranes
Standard Practices for Electrical Methods for Mapping Leaks in Installed Geomembranes
SIGNIFICANCE AND USE
4.1 Geomembranes are used as impermeable barriers to prevent liquids from leaking from landfills, ponds, and other containment facilities. The liquids may contain contaminants that, if released, can cause damage to the environment. Leaking liquids can erode the subgrade, causing further damage. Leakage can result in product loss or otherwise prevent the installation from performing its intended containment purpose. For these reasons, it is desirable that the geomembrane have as little leakage as practical.
4.2 Geomembrane leaks can be caused by poor quality of the subgrade, poor quality of the material placed on the geomembrane, accidents, poor workmanship, manufacturing defects, and carelessness.
4.3 The most significant causes of leaks in geomembranes that are covered with only water are related to construction activities, including pumps and equipment placed on the geomembrane, accidental punctures, and punctures caused by traffic over rocks or debris on the geomembrane or in the subgrade.
4.4 The most significant cause of leaks in geomembranes covered with earthen materials is construction damage caused by machinery that occurs while placing the earthen material on the geomembrane. Such damage also can breach additional layers of the lining system such as geosynthetic clay liners.
4.5 Electrical leak location methods are used to detect and locate leaks for repair. These practices can achieve a zero-leak condition at the conclusion of the survey(s). If any of the requirements for survey area preparation and testing procedures is not adhered to, then leaks could remain in the geomembrane after the survey. Not all of the survey area requirements are possible to achieve at some sites, but the closer the site can come to the ideal condition, the more successful the method will be.
SCOPE
1.1 These practices describe standard procedures for using electrical methods to locate leaks in geomembranes covered with liquid or earthen materials, or both.
1.2 These practices are intended to ensure that leak location surveys are performed to the highest technical capability of electrical methods, which should result in complete liquid containment (no leaks in geomembrane).
1.3 Not all sites will be easily amenable to this method, but some preparation can be performed in order to enable this method at nearly any site as outlined in Section 6. If ideal testing conditions cannot be achieved, the method can still be performed, but any issues with site conditions are documented.
1.4 Leak location surveys can be used on geomembranes installed in basins, ponds, tanks, ore and waste pads, landfill cells, landfill caps, and other containment facilities. The procedures are applicable for geomembranes made of materials such as polyethylene, polypropylene, polyvinyl chloride, chlorosulfonated polyethylene, bituminous material, and other sufficiently electrically insulating materials.
1.5 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.6 The electrical methods used for geomembrane leak location should be attempted only by qualified and experienced personnel. Appropriate safety measures should be taken to protect the leak location operators, as well as other people at the site. A current limiter of no greater than 290 mA should be used for all direct current power sources used to conduct the survey.
1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides...
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This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Designation: D8265 − 23
Standard Practices for
Electrical Methods for Mapping Leaks in Installed
1
Geomembranes
This standard is issued under the fixed designation D8265; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the 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.
1. Scope priate safety, health, and environmental practices and deter-
mine the applicability of regulatory limitations prior to use.
1.1 These practices describe standard procedures for using
1.8 This international standard was developed in accor-
electrical methods to locate leaks in geomembranes covered
dance with internationally recognized principles on standard-
with liquid or earthen materials, or both.
ization established in the Decision on Principles for the
1.2 These practices are intended to ensure that leak location
Development of International Standards, Guides and Recom-
surveys are performed to the highest technical capability of
mendations issued by the World Trade Organization Technical
electrical methods, which should result in complete liquid
Barriers to Trade (TBT) Committee.
containment (no leaks in geomembrane).
2. Referenced Documents
1.3 Not all sites will be easily amenable to this method, but
2
some preparation can be performed in order to enable this 2.1 ASTM Standards:
method at nearly any site as outlined in Section 6. If ideal D4439 Terminology for Geosynthetics
testing conditions cannot be achieved, the method can still be
D7909 Guide for Placement of Intentional Leaks During
performed, but any issues with site conditions are documented. Electrical Leak Location Surveys of Geomembranes
1.4 Leak location surveys can be used on geomembranes
3. Terminology
installed in basins, ponds, tanks, ore and waste pads, landfill
3.1 For general definitions related to geosynthetics, see
cells, landfill caps, and other containment facilities. The
Terminology D4439.
procedures are applicable for geomembranes made of materials
such as polyethylene, polypropylene, polyvinyl chloride, chlo-
3.2 Definitions of Terms Specific to This Standard:
rosulfonated polyethylene, bituminous material, and other
3.2.1 actual leak, n—for the purposes of this standard, the
sufficiently electrically insulating materials.
term “actual leak” is used for a leak to distinguish it from an
artificial leak.
1.5 The values stated in SI units are to be regarded as
standard. No other units of measurement are included in this
3.2.2 anomaly, n—electrical measurement caused by some
standard. aberration in the survey area, which may or may not be a leak.
3.2.3 artificial leak, n—for the purposes of this standard, an
1.6 The electrical methods used for geomembrane leak
artificial leak is an electrically insulated disk with a circular
location should be attempted only by qualified and experienced
conductive electrode, which electrically mimics a leak in the
personnel. Appropriate safety measures should be taken to
lining system and is used to confirm method functionality
protect the leak location operators, as well as other people at
without creating an actual leak in the lining system.
the site. A current limiter of no greater than 290 mA should be
used for all direct current power sources used to conduct the
3.2.4 conductive-backed geomembrane, n—a specialty
survey.
geomembrane manufactured using co-extrusion technology
featuring an insulating layer in intimate contact with a conduc-
1.7 This standard does not purport to address all of the
tive layer.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
3.2.5 current source electrode, n—the electrode that is
placed in the water or earthen material above the geomem-
brane.
1
These practices are under the jurisdiction of ASTM Committee D35 on
Geosynthetics and are the direct responsibility of Subcommittee D35.10 on
2
Geomembranes. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Nov. 1, 2023. Published November 2023. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 2019. Last previous edition approved in 2021 as D8265 – 21. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/D8265-23. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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D8265 − 23
3.2.6 dipole measurem
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: D8265 − 21 D8265 − 23
Standard Practices for
Electrical Methods for Mapping Leaks in Installed
1
Geomembranes
This standard is issued under the fixed designation D8265; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the 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.
1. Scope
1.1 These practices describe standard procedures for using electrical methods to locate leaks in geomembranes covered with liquid
or earthen materials, or both.
1.2 These practices are intended to ensure that leak location surveys are performed to the highest technical capability of electrical
methods, which should result in complete liquid containment (no leaks in geomembrane).
1.3 Not all sites will be easily amenable to this method, but some preparation can be performed in order to enable this method
at nearly any site as outlined in Section 6. If ideal testing conditions cannot be achieved, the method can still be performed, but
any issues with site conditions are documented.
1.4 Leak location surveys can be used on geomembranes installed in basins, ponds, tanks, ore and waste pads, landfill cells, landfill
caps, and other containment facilities. The procedures are applicable for geomembranes made of materials such as polyethylene,
polypropylene, polyvinyl chloride, chlorosulfonated polyethylene, bituminous material, and other sufficiently electrically
insulating materials.
1.5 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.6 The electrical methods used for geomembrane leak location should be attempted only by qualified and experienced personnel.
Appropriate safety measures should be taken to protect the leak location operators, as well as other people at the site. A current
limiter of no greater than 290 mA should be used for all direct current power sources used to conduct the survey.
1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of
regulatory limitations prior to use.
1.8 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
1
These practices are under the jurisdiction of ASTM Committee D35 on Geosynthetics and are the direct responsibility of Subcommittee D35.10 on Geomembranes.
Current edition approved May 1, 2021Nov. 1, 2023. Published May 2021November 2023. Originally approved in 2019. Last previous edition approved in 20202021 as
D8265 – 20.D8265 – 21. DOI: 10.1520/D8265-21.10.1520/D8265-23.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D8265 − 23
2. Referenced Documents
2
2.1 ASTM Standards:
D4439 Terminology for Geosynthetics
D7909 Guide for Placement of Intentional Leaks During Electrical Leak Location Surveys of Geomembranes
3. Terminology
3.1 For general definitions related to geosynthetics, see Terminology D4439.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 actual leak, n—for the purposes of this standard, the term “actual leak” is used for a leak to distinguish it from an artificial
leak.
3.2.2 anomaly, n—electrical measurement caused by some aberration in the survey area, which may or may not be a leak.
3.2.3 artificial leak, n—for the purposes of this standard, an artificial leak is an electrically insulated disk with a circular
conductive electrode, which electrically mimics a leak in the lining system and is used to confirm method functionality without
creating an actual leak in the lining system.
3.2.4 conductive-backed geomembrane, n—a specialty geomembrane manufactured using co-extrusion technology featuring an
insulating layer in intimate contact with a conductive layer.
3.2.5 current source electrode, n—the electrode that is placed in the water or earthen material above the geomembrane.
3.2.6 dipole measurement, n—an electrical measurement made on or in a partially conductive material
...
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