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construction and refurbishment of earthen irrigation channel banks

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In high watertable areas even a small quantity <strong>of</strong> seepage may be detected by visualobservations. On the other h<strong>and</strong>, in deep watertable areas it is possible that nosurface effects are evident on l<strong>and</strong> adjacent to <strong>channel</strong>s having high seepage losses.There will be many locations where the origin <strong>and</strong> magnitude <strong>of</strong> seepage losses arenot obvious <strong>and</strong> a seepage study will be required to detect <strong>and</strong> measure the losses.Seepage losses can vary widely along different sections <strong>of</strong> <strong>channel</strong> depending onsoil <strong>and</strong> geological conditions. In some <strong>irrigation</strong> schemes a high proportion <strong>of</strong>total seepage can be caused by relatively short sections <strong>of</strong> high seepage rate<strong>channel</strong>s. If the sections <strong>of</strong> <strong>channel</strong> where the seepage is the greatest can be located<strong>and</strong> treated, this can present the most cost-effective means <strong>of</strong> reducing overallseepage losses.However it should be noted that inaccuracies in <strong>channel</strong> flow measurement can attimes create the perception <strong>of</strong> severe seepage losses, <strong>and</strong> some <strong>channel</strong>s suspected<strong>of</strong> having high seepage losses may have no such problem. The suspected seepagelosses may simply be due to inaccurate flow measurement.Generally more than one method <strong>of</strong> detecting <strong>and</strong> measuring seepage is used in a<strong>channel</strong> seepage study:• Visual observations for signs <strong>of</strong> seepage• Pondage tests• Inflow-outflow studies• Seepage meter• Aerial photography• Piezometer survey• Mapping <strong>of</strong> salinised areas along the <strong>channel</strong>• Soil maps <strong>and</strong> surveys• Water balance estimates• Water chemistry analysis• ElectroMagnetic (EM) survey• PermeameterAny assessment <strong>of</strong> methods needs to consider the differences between seepagequantification <strong>and</strong> seepage identification, the time available, the likely magnitude <strong>of</strong>seepage losses, the availability <strong>of</strong> equipment <strong>and</strong> skilled technical personnel, <strong>and</strong>the trade <strong>of</strong>fs between cost <strong>and</strong> accuracy.A staged investigation <strong>of</strong> seepage sites may involve:(i)Initial IdentificationIdentification <strong>of</strong> suspected high seepage sites by visual inspection <strong>of</strong> localisedproblems, l<strong>and</strong>holder reports <strong>and</strong> knowledge <strong>of</strong> soil <strong>and</strong> geological conditions.Visual indicators <strong>of</strong> seepage are weed growth or bare ground beside a <strong>channel</strong>,the presence <strong>of</strong> spongy ground underfoot, unhealthy crops or pasture near a<strong>channel</strong> <strong>and</strong> the presence <strong>of</strong> water on the ground surface next to a <strong>channel</strong>.However seepage may occur through the bed <strong>of</strong> a <strong>channel</strong> <strong>and</strong> so directly into anunderlying aquifer, thus the evidence <strong>of</strong> the seepage may not be apparent on theground surface. In these situations, slow filling <strong>and</strong> fast emptying <strong>channel</strong>s maybe tell-tale signs <strong>of</strong> high seepage losses.Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 – Edition 1.0 21-23

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