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construction and refurbishment of earthen irrigation channel banks

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In the case where the groundwater is high, it may even cause a gain to the <strong>channel</strong>.21.3.4 Water salinityThe higher the salinity, the higher the seepage.The presence <strong>of</strong> electrolytes (ie salt) can arrest the tendency <strong>of</strong> clay particles todisperse <strong>and</strong> promote aggregation <strong>of</strong> soil particles which in turn increases theporosity <strong>of</strong> the soil medium <strong>and</strong> hydraulic conductivity. This is reaction isdependent on the soil type.When the electrolyte concentration <strong>and</strong> composition <strong>of</strong> <strong>channel</strong> water exceeds 500-800 EC, flocculation <strong>of</strong> clay particles will occur, leading to increased hydraulicconductivity <strong>of</strong> clay material lining the <strong>channel</strong>.Saline water is not generally used in <strong>irrigation</strong> <strong>channel</strong>s but drainage orgroundwater may be discharged into <strong>irrigation</strong> <strong>channel</strong>s. It is important that suchwater is diluted with fresh water to minimise increased seepage.21.3.5 Variation over YearSeepage rates from <strong>earthen</strong> <strong>channel</strong>s at a single point can vary over a year <strong>and</strong> it isunusual to measure a consistent seepage value for a given reach <strong>of</strong> <strong>channel</strong>.In seasonally used <strong>channel</strong>s, the seepage rate will be higher at the beginning <strong>of</strong> theseason when water is first turned into a dry <strong>channel</strong>, <strong>and</strong> will decrease as the <strong>banks</strong><strong>and</strong> subgrade approach saturation. Cracks in the surface <strong>of</strong> the <strong>channel</strong> swell <strong>and</strong>seal <strong>and</strong> more steady state conditions are established.This behaviour is illustrated in Goulburn-Murray Water tests on aged silt-sealed<strong>channel</strong>s through fine s<strong>and</strong>y loam where the initial seepage rates were 0.005 to 0.02m 3 /m 2 /day for the first 5 to 10 days after filling, <strong>and</strong> then an average seepage rate <strong>of</strong>0.002 m 3 /m 2 /day for the balance <strong>of</strong> the season.Seepage losses during a year can also be influenced by variations in turbidity, watertemperature, weed growth, microbiological activity, hydraulic head <strong>and</strong>evaporation. As evaporation increases during the summer, watertables can belowered <strong>and</strong> the increased hydraulic head leads to higher rates <strong>of</strong> seepage.Investigations in northern Victoria found that the seasonal variation in <strong>channel</strong>seepage was mainly due to fluctuations in the shallow ground water levelsunderlying the <strong>channel</strong>, changing the available head driving seepage.In a <strong>channel</strong> on a fine s<strong>and</strong>y loam soil, measured seepage rates varied between0.014 m 3 /m 2 /day <strong>and</strong> 0.034 m 3 /m 2 /day over a three year period. At another site onloam soil, the measured seepage losses varied from 0.005 m 3 /m 2 /day to 0.009m 3 /m 2 /day.Measurement <strong>of</strong> seepage provides only a snapshot at a given point in time for agiven section <strong>of</strong> <strong>channel</strong>, <strong>and</strong> the extrapolation <strong>of</strong> measurements over an entire<strong>channel</strong> system should be treated with caution.Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 – Edition 1.0 21-9

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