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construction and refurbishment of earthen irrigation channel banks

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The base coat <strong>and</strong> seal coat rates may be varied in order to achieve adhesion tothe surface <strong>and</strong> impregnation <strong>of</strong> the geotextile. The key factor is that thegeotextile will absorb about 1.0 L/m2. This is essentially an adaptation <strong>of</strong> atechnique being used to control reflective cracking <strong>and</strong> extend the life <strong>of</strong> roadseals.There is discussion about the suitability <strong>of</strong> geotextile materials based on eitherpolyester or polypropylene fibres. Polyester has a high melting point <strong>and</strong> isunaffected by hot bitumen whereas polypropylene begins to melt at 140 o C <strong>and</strong>bitumen from a tank at 150 o C can effect the geotextile. There is a converseargument that the polypropylene achieves a better bond because <strong>of</strong> thetemperature relationship although it would obviously be prudent to avoidbitumen spray temperatures that cause distortion or shrinkage.Failure <strong>of</strong> bitumen membranes is typically caused by too thin a membranecoating, penetration by weeds or rupture due to movement <strong>of</strong> the cover material.In hot climates, uncovered bitumen membranes absorb heat <strong>and</strong> s<strong>of</strong>ten,encouraging weed growth that can penetrate through the lining. Winterconditions can also present difficulties <strong>and</strong> this technique may not be well suitedto winter applications where cold, moist <strong>and</strong> wet conditions prevail.Australian <strong>and</strong> overseas experience with spray applied membranes has generallynot been good, with problems <strong>of</strong> poor quality control in the field. Use <strong>of</strong> sprayedapplied membranes should therefore be looked at with some degree <strong>of</strong> caution.22.8.3 Performance RequirementsThe most important performance parameters <strong>of</strong> geomembrane liners arePermeability, Durability <strong>and</strong> Mechanical Performance. These are outlined below.22.8.3.1 PermeabilityCommon to all <strong>channel</strong> liner applications is the requirement to provide arelatively impermeable barrier <strong>and</strong> to maintain this over a reasonably long servicelife appropriate to the individual application. Whilst polymer basedgeomembrane materials themselves can be some 10,000 times less permeablethan a compacted-earth liner, the vagaries <strong>of</strong> their installation <strong>and</strong> field seamingmeans that some leakage will occur.22.8.3.2 DurabilityCritical to the success is not only the material selection, but the accompanyingpreparation, installation <strong>and</strong> quality control program. The geomembrane<strong>construction</strong> methods <strong>and</strong> seaming practices should follow a QC/QA programthat allows meaningful inspection <strong>and</strong> testing both in the field <strong>and</strong> from thelaboratory.The durability <strong>of</strong> a geomembrane to survive as long as required by the life <strong>of</strong> theproject, in the environment in which it is used, is <strong>of</strong> paramount importance. Animportant consideration is also the survivability <strong>of</strong> the geomembrane duringplacement so that the lining is not damaged by <strong>construction</strong> procedures. Thegeomembranes are <strong>of</strong>ten exposed to the direct sunlight both permanently orConstruction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 - Edition 1.0 22-49

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