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construction and refurbishment of earthen irrigation channel banks

construction and refurbishment of earthen irrigation channel banks

construction and refurbishment of earthen irrigation channel banks

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Direct removal <strong>of</strong>material by entrainmentinto the flowing waterDirect removal <strong>of</strong>material from the face<strong>of</strong> the bankOften a triggermechanism for massfailuresDirect removal <strong>of</strong>material forming the toe<strong>of</strong> the bankFigure 10.7 AttritionContinued lapping leadsto washing <strong>of</strong> a scarfinto the bankFigure 10.8 Fretting10.2.2 CrackingSoils prone to cracking are highly plastic, swelling when wet <strong>and</strong> shrinking ondrying. The characteristics <strong>of</strong> this type <strong>of</strong> soil is described in more detail in Section15, Material Selection <strong>and</strong> Testing. In periods <strong>of</strong> dry weather it is common forminor surface cracking <strong>of</strong> the <strong>channel</strong> bank to occur. This is a normal cyclicoccurrence <strong>and</strong> these minor cracks should seal up during the next period <strong>of</strong> wetweather. However more serious cracking may occur which can lead to rapid failure<strong>of</strong> a bank.Where <strong>banks</strong> are inadequately protected the exposed surface loses moisture <strong>and</strong> asthe material dries <strong>and</strong> shrinks, surface cracks begin to open. Once cracking beginsin the surface <strong>of</strong> the bank, it may become a self-aggravating process. The crackallows air to circulate deep into the soil causing differential drying <strong>and</strong> leading t<strong>of</strong>urther cracking at depth.Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 - Edition 1.0 10-19

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