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construction and refurbishment of earthen irrigation channel banks

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Unless the inside batters are protected by a cover <strong>of</strong> crushed rock or gravel material,rapid fluctuations <strong>of</strong> the water levels in <strong>earthen</strong> <strong>channel</strong>s should be minimised toavoid the slumping <strong>of</strong> the bank material.Under the less stable saturated soil conditions, the high pore water pressure in thebank can induce slumping <strong>of</strong> the batters into the <strong>channel</strong>. Drawdowns in excess <strong>of</strong>150 mm in 24 hours should be minimised, <strong>and</strong> severe drawdowns <strong>of</strong> more than 300mm in 24 hours should be avoided wherever possible.Experience has shown that rapid fluctuations in water level speed up the bankdeterioration processes considerably, with the steeper the batter slope, the greaterthe impact. Where large water level fluctuations are eliminated, it has beenobserved that the rates <strong>of</strong> bank deterioration can be slowed significantly.Close control <strong>of</strong> water levels is particularly important to protect newly constructed<strong>earthen</strong> <strong>banks</strong> while they are undergoing the initial aging <strong>and</strong> stabilising process.23.3.4 Discharging Drainage Water into ChannelsThe practice <strong>of</strong> discharging drainage water into <strong>earthen</strong> <strong>channel</strong>s to relieve flooding<strong>of</strong> adjoining properties after rainfall can speed up the bank deterioration processes.It is recommended that this practice not be allowed, other than in specialcircumstances <strong>and</strong> only then after due consideration <strong>of</strong> the risks <strong>and</strong> long termimplications.In accepting the drainage water, conveying it through the <strong>channel</strong> system <strong>and</strong>outfalling it, the following adverse impacts can occur:• scour <strong>of</strong> the <strong>channel</strong> <strong>banks</strong> <strong>and</strong> bed at the discharge point• slumping <strong>of</strong> the <strong>channel</strong> <strong>banks</strong> due to the rapid rise <strong>and</strong> fall in water levels• erosion <strong>of</strong> the <strong>channel</strong> section from higher water velocities• overtopping <strong>of</strong> the downstream sections as the <strong>channel</strong> capacity reduces• deterioration in water quality• chemical contamination <strong>of</strong> water• spread <strong>of</strong> diseases23.3.5 Draining Channels during Non-Operational PeriodIrrigation <strong>channel</strong>s are filled <strong>and</strong> drained many times over in their life. For many<strong>irrigation</strong> schemes that do not supply water to irrigators for the whole year, drainingthe <strong>channel</strong>s during the non-operational period is st<strong>and</strong>ard practice. However, some<strong>irrigation</strong> schemes prefer to not drain their <strong>channel</strong> systems. The advantages <strong>and</strong>disadvantages <strong>of</strong> draining <strong>channel</strong>s are outlined below:Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 - Edition 1.0 23-8

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