The original use of geo-membranes was for the distribution, storage and containment of potable agricultural water supplies. It still remains as an important element of this market, except now it has been broadened to contain a wide variety of liquids.
Geo-membranes have become the design choice as part of a cover system due to a variety of factors such as imperviousness, chemical resistance, inertness to surrounding soils, ease and variety of seaming, mechanical strength and elongation, ease of application and economics, product durability and ageing over the designed life of the containment system.
moisture, mud, mechanical abrasions, excessive heat or other damage. The rolls shall be stored on a prepared surface and to be stacked not more than three rolls.
4 The proposed site shall be free of any decomposable organic materials/vegetation as it can result in upliftment due to generation of gases beneath the geo-membrane.
2 The slope to bed ratio (V: H) shall be 1:1.5 minimum.
3 The embankments constructed shall be stable, as the unstable embankments will
collapse resulting into tensile or tear failure of geo-membrane.
4 The top width of the embankment shall be at least 1.5 meter wide.
5 Sub grade surface shall be levelled and made free of undesirable angular and sharp fragments, foreign and organic matter, stones and pebbles, as the presence may lead to cause pinholes and or puncture the geo-membrane.
6 Soil sterilization may be necessary to kill roots certain types of grasses by using an
effective sterilant/chemical, however the sterilant or the chemical used shall not be detrimental to the liner and shall be applied in accordance with the geo-membrane manufacturer’s recommendations.
7 The bed and slopes of the constructed pond/reservoir shall be inspected for burrows of crab’s rodents etc. All such burrows shall be emptied by removing the crabs and rodents and disposed off to a safe site away from the pond/reservoir site.
8 The empty burrows and potholes (cavity between the stones) on the bed/slope of
pond/reservoir shall be filled with soil. Thereafter it shall be compacted and the entire area shall be cleaned and levelled. The entire area shall be uniform and smooth.
9 A Layer of soft soil shall be applied and the top layer of soft bed and slope shall be
compacted by water showering at least 90 percent of proctor density by vibro compaction equipment or by any other suitable equipment or manually.
10 The compaction shall be achieved at least up to a depth of 300 mm from the final sub grade level of inside of the pond.
11 Perfect compaction and levelling of bed and slopes will give good support to the geomembrane.
12 Inlet and outlet structures shall be properly designed, faulty design and construction of inlet and outlet structures shall result in flooding or overtopping of embankments damaging the geo-membrane.
ANCHOR TRENCH
1 For the purpose of anchoring the geo-membrane, an anchor trench of 2 feet × 2 feet × 2 feet shall be excavated at a distance of 5/6 feet away from the inside edge of the top of the embankment.
2 Rounded corners shall be provided in the trench to avoid sharp bends in the geomembrane. It is imperative that the anchor trench is complete in all respects before lining work is undertaken to ensure the speed of lining and schedule.
of 100 to 120 mm for field seaming, or as specified, but not less than 80 mm.
5 The geo-membrane interface where seams are to be made shall be clean and free from dust.
1 The fundamental mechanism of seaming geo-membrane sheets together is to temporarily reorganize the polymer structure (by melting or softening) of two opposing surfaces to be joined in a controlled manner so that, after the application of pressure, results in the two sheets being bonded together and the joined sheets shall perform as one single geo-membrane sheet. Therefore field seaming is a very important and crucial operation and any negligence on this part shall compromise severely the performance of geo-membrane system.
1 Seams shall be oriented parallel to the slope i.e. oriented down, not across the slope.
3 Horizontal seam shall be located on the base of the slope, not less than 1.50 meters from the toe of the slope.
4 When seaming, panels shall be adjusted to ensure that the seams are aligned with the fewest possible number of wrinkles and ‘fish mouths’.
5 Seaming shall extend to at least 20 cm into the anchor trench. While welding a seam, proper overlap shall be monitored and maintained.
6 Seam area shall be inspected to assure that it is clean and free of moisture, dust, debris of any kind.
7 Welding technicians shall periodically check the machine operating temperature and speed and shall record this information.
1 In hot air welding, a device consisting of a resistance heater, a blower and a temperature controller is used to blow hot air between the two geo-membrane sheets in the overlap. The hot air at 400 to 500°C shall melt the geo-membrane opposing surfaces. Immediately following the melting of surfaces, pressure is applied to the seamed area to bond the two sheets using a roller.
3 If a submersible pump is used to draw the liquid from the pond/reservoir than an antivibration mounting or a float shall be used under the submersible pump.
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