A Field Demonstration of GSE Leak Location Liner: Distance Testing
Transcription
A Field Demonstration of GSE Leak Location Liner: Distance Testing
TECHNICAL NOTE A Field Demonstration of GSE Leak Location Liner: Distance Testing Conductive geomembranes have been available for many years and are relatively common to the geosynthetic market. GSE developed the first conductive geomembrane over 20 years ago as a way to improve the efficiency and accuracy of liner integrity surveys by establishing a uniform electircal field beneath the liner that was superior to the soil, subgrade, or other geosynthetic product. In the past, electrical connections between the geomembrane panels were assumed to be efficient, but no field demonstration had been conducted to prove this assumption. Liner integrity testing traditionally was done in small sections using a brush, probes or multiple probes or other localized apparatus because this was the most efficient way to pinpoint the location of the leak and make repairs. In addition, carrying an electric charge over large distances was difficult. Recent advancesin welding technology, however, have dramatically reduced the occurance of false positives and highlighted the benefits of “distance” testing of conductive geomembranes and the measurement and the testing of the entirety of the barrier system at one time. This is most beneficial in the situation where the barrier system is being monitored for leakage or changes in electrical conductivity. In this situation the distance that an electrical signal or current may be conducted is a critical design parameter and thus a practical field demonstration is valuable. Protocol and Set Up When geomembrane is installed, panels are connected using various methods in order to form a physical bond, an electrical bond, or both. A dual track wedge weld is described in ASTM 5820 and connects the panels both physically and electrically by creating a hollow channel within the center of the weld that can be pressure tested. If the channel holds air pressure for longer than a few seconds, it is reasonably assumed that the welds on both sides of the channel are complete. The electrical connection in the conductive layer inside the weld (between the unbonded edge of the geomembrand and the bottom conductive layer) must be broken in order to prevent a false positive electrical signal. If the electrical conductivity in this layer is not disrupted, a false positive will be transmitted during surveying and the results will indicate a leak where no hole exists. The welding technology used under the trademark GSE IsoWedge creates a break in the conductive layer of the weld and is protected by patent in most countries. Figures 1 and 2 on the following page illustrate these two circumstances. GSEworld.com GSE Leak Location Liner Authors B. J. Ramsey GSE Environmental Suzhou, PRC N. Liu Shanghai Jiao Tong University Shanghai, PRC E. Geutebrück Texplor GmbH Potsdam, Germany Field Demonstration of GSE Leak Location Liner Figure 1. Conductive geomembrane weld with false positive result potential. Figure 2. Conductive geomembrane weld with proper conductivity break. Another proven method of connection is the contact weld which is installed to create an electrical connection between two panels (rolls) of conductive geomembrane. It is common practice to connect the two adjacent panels electrically by placing a small section of geomembrane underneath the continuous geomembrane such that the conductive surfaces are in contact, as illustrated below. Again the current assumption is that this provides sufficient electrical conductivity and in practice that appears to be the case; however, this is commonly used only to monitor single panel to single panel connections. Multiple connections across a long distance have yet to be reported. Figure 3. Conductive geomembrane weld with proper conductivity break and panel to panel connections. This Information is provided for reference purposes only and is not intended as a warranty or guarantee. GSE assumes no liability in connection with the use of this Information. Specifications subject to change without notice. GSE and other trademarks in this document are registered trademarks of GSE Environmental, LLC in the United States and certain foreign countries. Field Demonstration of GSE Leak Location Liner Test Description Five sections each measuring 40 meters in length by 30-40 centimeters in width of GSE Leak Location Liner, 2.0 mm, HDPE Geomembrane were laid end to end and connected both physically and electrically using under laid strips of conductive geomembrane, again approximately 30-40 centimeters in width, cut from the cross direction of the strips These smaller “cut sections” were inverted and the two conductive sides were hot air tack welded together. After the tack weld was cool, an extrusion weld was placed on the top of the two connected strips. This followed the typical extrusion welding sequence of light grinding to clean and roughen the surface followed immediately by extrusion welding with welding rod made from a similar material. Four such connections were made using the same construction and layout. The connections are pictured below. The completed installation was measured with a 50 meter tape and was approximately 200 meters long. Photo 1. Test pad splice during construction. Photo 2. Test pad splice being welded. Following construction of the strip, a Texplor combimodule was attached to the west end of the strip and white nonwoven polyester geotextile was placed atop the geomembrane. This geotextile strip was saturated with water. Additionally, the weather during the entire testing was a very light drizzle and very wet conditions. The welding and connections were conducted under tents. A 500 millivolt signal was propagated through the system successfully. Furthermore, after the system stabilized, a 2 centimeter diameter hole was placed in the strip at the end opposite the monitoring module. This change in the signal response was very rapidly noticeable and consistent in variation from the non-hole condition. Photo 3. Monitoring module during testing. Photo 4. “Hole end” during testing. This Information is provided for reference purposes only and is not intended as a warranty or guarantee. GSE assumes no liability in connection with the use of this Information. Specifications subject to change without notice. GSE and other trademarks in this document are registered trademarks of GSE Environmental, LLC in the United States and certain foreign countries. Field Demonstration of GSE Leak Location Liner The analysis of the measured MSS® data and the comparison with the base measurement showed clearly that the EFT®tracer sent from the source propagated the length of 200 m on the bottom of the conductive liner, passed the hole at the end of teststrip and travelled back 200 m on the surface to the sensor in the MSS® CombiModul (Fig. 4).. Compared with the natural electrical flow in the tight situation only 5% of EFT-tracer energy sent from the source in the MSS® CombiModul passed the test liner strip. After the SP tests, a 2 centimeter diameter hole was placed in the strip at the end opposite the monitoring module, approximately 200 meters away. With the hole in the strip, the signal response change was very rapidly noticeable and consistent in variation from the non-hole condition. Compared with the SP base measurement data, over 80% more electrical energy reached the sensor in the MSS® CombiModul in 200 meters distance (Fig. 4). In general, alarm criteria in the monitoring system are fulfilled when > 50% of the tracer energy reaches the sensor. Figure 4. MSS® result: Electrical response – test Conclusions The surveying and monitoring of geosynthetic systems via electrical liner integrity surveys is a complicated process, but it has been established to be repeatable, technically viable, and a powerful method for improving the quality and performance of geosynthetic barrier systems. One of the most effective proven methods is an electrical leak location survey that is conducted after initial cover soil placement above (on) the geomembrane (Beck, 2012). The placement of cover soil on the geomembrane has been reported to be the most dangerous time and the most likely to result in a loss of barrier capability (Nosko). Further, electrically conductive geomembranes have a very strong history at supporting and improving the performance of liner integrity surveys (Beck, 2015). However, prior to this paper, the distance of electrical coverage had not been demonstrated with a field trial over a length of 2-3 panel widths. This test has demonstrated electrical conductivity of a conductive geomembrane over a 200 meter length and across 4 field seams. This range of coverage can be useful to design engineers in formulating monitoring plans, monitoring unit spacing and creating CQA (Construction Quality Assurance) programs, requirements and methodology. This Information is provided for reference purposes only and is not intended as a warranty or guarantee. GSE assumes no liability in connection with the use of this Information. Specifications subject to change without notice. GSE and other trademarks in this document are registered trademarks of GSE Environmental, LLC in the United States and certain foreign countries. Field Demonstration of GSE Leak Location Liner REFERENCES ASTM D5820 - 95(2011) Standard Practice for Pressurized Air Channel Evaluation of Dual Seamed Geomembrane, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA ASTM D7002. Standard Practice for Leak Location on Exposed Geomembranes Using the Water Puddle System, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA. ASTM D 7007 – 09 (2009), “Standard Practices for Electrical Methods for Locating Leaks in Geomembranes Covered with Water or Earth Materials”, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA. ASTM D7240. Standard Practice for Leak Location using Geomembranes with an Insulating Layer in Intimate Contact with a Conductive Layer via Electrical Capacitance Technique (Conductive Geomembrane Spark Test), American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA. ASTM D7703. Standard Practice for Electrical Leak Location on Exposed Geomembranes Using the Water Lance System, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA. Beck, A. (2012) “A statistical approach to minimizing landfill leakage” SWANA, Washington D.C. Conference Proceedings. Beck, A., (2012) . “How Much Does my Landfill Leak?” Waste Advantage Magazine, Beck, A. (2015). “Available Technologies to Approach Zero Leaks”. Proceedings Geosynthetics 2015, Portland, Oregon, USA Brouwer, R. and Veldhuizen, F. (2011): Texplor Lekdetectie beij bouwputten. 61, GEOTECHNIEK. Bruchem, H. van and Kraneburg, J.K. (2015). Winst op alle fronten – ruim baan voor innovatie (Texplor technologies). SIKB Bodembeheer, protocol 6702 for geo-electrische meting. 20, SIKB, Netherlands Forget, B., Rollin, A.L. and Jacquelin, T. (2005) “Lessons learned from 10 years of leak detection surveys on geomembranes” Proc. Sardinia 2005, Sardinia, Italy. Geutebrueck, E. (2014). Nouvelles technologies pour le contrôle qualité des geomembranes. Ales, Tunesia. Geutebrueck, E. (2011). Leak detection in complex underground structures – Metro Station, Gondar, Rome, Italy, OIAV, 155, 7-9/2010, 281 – 285, Österreichischer Ingenieur und Architekten Verein, Austria. Kemnitz, M. and Oritz, J.,”. Improving Geomembrane Installations and CQA Through Leak Location Surveys”, Proceedings Geosynthetics 2015, Portland, Oregon, USA Koerner, R. M. (2012). Designing With Geosynthetics, 6th ed., Xlibris Publ. Co., USA Nosko, V., and Touze-Foltz, N., (2000) “Geomembrane Liner Failure: Modelling of Its Influence on Contaminate Transfer”, Proceedings of the Second European Geosynthetic Conference, Patron Editore, Bologna, Italy, pp-557-560. Ramsey, B., Peggs, I. et.al (2012) “New Electrically Conductive Geomembrane For Post Installation Liner Integrity Surveys”, Proceedings of the Fifth European Geosynthetic Conference, Valencia , Spain, Volume 2, pp-251-256. Rotmans, M. and Ramakers, P. (2014). Neem vaker een kijkje in de bodem (electric technologies Texplor). Bodem, numer 5, Netherlands Rotmans, M. (2014): Permanent Lekdetectie Systeem (Texplor). 21, Pompshop, Netherlands Rowe, R.K. and Hosney, M.S., (2010) “A Systems Engineer-ing Approach to Minimizing Leachate Leakage from Landfills”, 9th International Conference on Geosynthetics, Brazil 2010, pp. 501-510. This Information is provided for reference purposes only and is not intended as a warranty or guarantee. GSE assumes no liability in connection with the use of this Information. Specifications subject to change without notice. GSE and other trademarks in this document are registered trademarks of GSE Environmental, LLC in the United States and certain foreign countries. Field Demonstration of GSE Leak Location Liner REFERENCES Stoel, A.E.C. van der, (2013): Waterremmende bodeminjectie (with Texplor Leak detection technologies), 19, GEOTECHNIEK. Tissing, A. (2010): AMSTERDAM – lekdetectiemeetingen Texplor. Cobouw 7-12-2010, Netherlands Weiss, B., and Geutebrueck, E. (2014). ): Next generation Leak Location in HDPE liners in landfills and other facilities of environmental risk (Texplor MSS Monitoring System). 10. IGS Conference, Berlin, Germany. Weiss, B., and Geutebrueck, E. (2013): Next generation Leak Location in HDPE liners in landfills and other environmentally sensitive infrastructures (Texplor MSS Monitoring System). 14. International Waste Management and Landfill Symposium GSE is a leading manufacturer and marketer of geosynthetic lining products and services. We’ve built a reputation of reliability through our dedication to providing consistency of product, price and protection to our global customers. Our commitment to innovation, our focus on quality and our industry expertise allow us the flexibility to collaborate with our clients to develop a custom, purpose-fit solution. For more information on this product and others, please visit us at GSEworld.com, call 800.435.2008 or contact your local sales office. North America 800.435.2008 | Europe & Africa 49.40.767420 | Asia Pacific 66.2.937.0091 | South America 56.2.595.4200 | Middle East 20.23828.8888 This Information is provided for reference purposes only and is not intended as a warranty or guarantee. GSE assumes no liability in connection with the use of this Information. Specifications subject to change without notice. GSE and other trademarks in this document are registered trademarks of GSE Environmental, LLC in the United States and certain foreign countries. 26OCT2015
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