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construction and refurbishment of earthen irrigation channel banks

construction and refurbishment of earthen irrigation channel banks

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Whether or not a covered geomembrane has been punctured or ruptured can bedifficult to determine. Locating the rupture can be equally difficult <strong>and</strong> repairing itcostly, requiring the section <strong>of</strong> the liner to be uncovered, dried, cleaned <strong>and</strong> patched.The use <strong>of</strong> a parabolic section for membrane lined <strong>channel</strong>s instead <strong>of</strong> a trapezoidalsection can improve the efficiency <strong>of</strong> desilting operations <strong>and</strong> significantly reduce theassociated damage to the cover material.It is useful to provide markers to indicate the location <strong>of</strong> the lining to individualsinvolved in <strong>channel</strong> maintenance activities.Potential fire damage is an issue that needs consideration. Most lining material willmelt if exposed to fire <strong>and</strong> it is important that the edges <strong>of</strong> exposed linings are keptclean <strong>and</strong> clear <strong>of</strong> dead grass where fires are likely.Weeds can establish themselves on earth liner covers <strong>and</strong> maintenance costs relatedto aquatic weed control can be the same as unlined <strong>earthen</strong> <strong>channel</strong>s.22.8.13 SummarySuccessful implementation <strong>of</strong> a liner requires careful choice <strong>of</strong> design <strong>and</strong> materialsas well as a comprehensive QC/QA program.The perfect geomembrane for all applications does not exist. The performance <strong>of</strong>different types <strong>of</strong> geomembrane can vary widely <strong>and</strong> a material that is well suited toone application may not be well suited to another. Care should be taken in selectinga material to look at the real performance requirements <strong>of</strong> the specific application <strong>and</strong>to review all <strong>of</strong> the associated aspects involved with the use <strong>of</strong> a particular materialincluding those related to maintenance <strong>and</strong> <strong>channel</strong> operations.These specifications <strong>and</strong> other documents are st<strong>and</strong>ard documents intended forguidance for st<strong>and</strong>ard projects. Review <strong>of</strong> the intended membrane choice <strong>and</strong><strong>construction</strong> details <strong>and</strong> documentation by an experienced geosynthetic engineer isalways prudent.22.9 Hard Surface LiningsThese linings are the type placed directly on the subgrade <strong>of</strong> the <strong>channel</strong> <strong>and</strong> are exposedto the wear, erosion <strong>and</strong> deterioration <strong>of</strong> the flowing water. This category includes alllinings constructed <strong>of</strong> concrete, asphalt, brick <strong>and</strong> stone. Concrete which includes in-situ,precast, grouted fabric mats, shotcrete, reinforced <strong>and</strong> unreinforced linings, is the mostcommon hard surface linings used in Australia.Hard-surface linings are outside the scope <strong>of</strong> these Guidelines <strong>and</strong> readers should refer toSection 22.10 for detailed references on this type <strong>of</strong> lining.Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 - Edition 1.0 22-68

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