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construction and refurbishment of earthen irrigation channel banks

construction and refurbishment of earthen irrigation channel banks

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There are several ways a <strong>channel</strong> can fail to provide its required level <strong>of</strong> service or reachthe end <strong>of</strong> its useful life. These failure modes include:- lack <strong>of</strong> capacity- inefficiency- obsolescence- level <strong>of</strong> service (falls below acceptable levels)- structural integrity- redundancyEarly in the design phase, there needs to be agreement between the <strong>channel</strong> owner <strong>and</strong> thedesigner on the required life or durability <strong>of</strong> the <strong>channel</strong>. There is no simple or singleanswer to how long this period should be. It will depend on the particular circumstances,<strong>and</strong> life cycle cost analysis is a very useful decision-making tool to use. Refer to Section13.It should be recognised that the service requirements <strong>of</strong> a <strong>channel</strong> may change over time,<strong>and</strong> under some circumstances, the best solution may be one which permits someflexibility to address change <strong>and</strong> goes some way towards minimising life cycle costs. Forexample, a lower cost less durable <strong>channel</strong> where there is some uncertainty about futurerequirements.The designer needs to think broadly, from concept through detail, to the quality <strong>of</strong><strong>construction</strong>.12.4 Life-Cycle Cost ConsiderationsThe design <strong>of</strong> <strong>channel</strong>s should include consideration <strong>of</strong> future operation, maintenance <strong>and</strong>renewal costs, as well as initial <strong>construction</strong> costs so that an overall economy is achieved.Changes in design may be desirable in order to reduce future operation <strong>and</strong> maintenanceproblems, even though this may require increases in initial costs.The design service life <strong>of</strong> a <strong>channel</strong> bank should not exceed the projected economic life<strong>of</strong> the <strong>channel</strong> system or <strong>irrigation</strong> scheme. Otherwise the project will have overcapitalisedin an asset which will have a physical life beyond its required service life. Alower cost, shorter life bank design may be more appropriate to match the design <strong>and</strong>service lives.Possible combinations <strong>of</strong> design variables should be considered <strong>and</strong> the volume <strong>of</strong>earthworks, capital <strong>and</strong> maintenance costs etc worked out, with sectional dimensions <strong>and</strong>bed gradient chosen to achieve the lowest life cycle cost.A poor <strong>channel</strong> design can lead to excessive scour, weed growth, silting <strong>and</strong> seepagelosses, resulting in reduced <strong>channel</strong> life, progressive increase in maintenance costs orextensive remediation works.Refer to Section 13, Life-Cycle Cost Analysis.12.5 Objectives in DesignThe design <strong>of</strong> <strong>channel</strong>s in erodible material can be a complex process involving a range<strong>of</strong> parameters based on functional requirements <strong>and</strong> the physical aspects <strong>of</strong> earth<strong>construction</strong>.Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 - Edition 1.0 12-4

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