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construction and refurbishment of earthen irrigation channel banks

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cation exchange capacity (CEC) a measure <strong>of</strong> the capacity to exchange cations <strong>and</strong> is equal tothe sum <strong>of</strong> all exchangeable cations<strong>channel</strong> the open <strong>irrigation</strong> device which is used to convey <strong>irrigation</strong> water. Other terms usedinclude canals, ditches flumes <strong>and</strong> laterals. In this manual, open <strong>irrigation</strong> systems <strong>of</strong> all sizesare referred to collectively as <strong>channel</strong>s.<strong>channel</strong> lining low permeability membrane <strong>of</strong> concrete, compacted clay, bituminous or plasticmaterial, placed on the inner face <strong>of</strong> <strong>earthen</strong> <strong>channel</strong>, or within the bank, to prevent water lossby seepage. Linings may be protected by earth cover.<strong>channel</strong> regulator a permanent structure constructed across a <strong>channel</strong> <strong>and</strong> fitted with means <strong>of</strong>adjusting the waterway area so as to control the rate <strong>of</strong> water flow along the <strong>channel</strong> <strong>and</strong> theupstream water level. Most regulators are one <strong>of</strong> two general types which utilise differenthydraulic characteristics for specific applications, ie• overfall weir where water flows over a weir crest which can be varied in level forchanging flow rates• undershot gate having an adjustable sliding gate allowing flows to pass beneath the gate,the rate <strong>of</strong> flow being controlled by the size <strong>of</strong> the opening.<strong>channel</strong> tenure l<strong>and</strong> which the <strong>irrigation</strong> authority has rights to; whether by freehold, easement,lease or agreementcirclip remover a h<strong>and</strong> tool rather like a rowel (a tool with a shaft about 2-4 mm dia which isground or tapered to a point) with a 90 bend near the end.clay primary soil particles with a diameter less than 0.002mm or 2µm. Also, a texture given tosoil in which the clay content is greater than about 40% by weight. Also used in an adjectivalsense to describe soils which have a moderate clay content, eg. clay loam or s<strong>and</strong>y clay loam.coagulation the aggregation <strong>of</strong> the particles <strong>of</strong> a clay sol as a result <strong>of</strong> the addition <strong>of</strong> anindifferent electrolytecobble substrate particles with a diameter <strong>of</strong> 64mm to 256mm.colloid particles less than 1 µm in diameter which form a stable sol when dispersed in acontinuous phasecompaction increasing the soil bulk density <strong>and</strong> decreasing the soil porosity, by the application<strong>of</strong> mechanical forces to the soil.compaction curve the curve which illustrates the relationship between the moisture content <strong>and</strong>the dry density <strong>of</strong> a soil. Refer optimum moisture content.critical flow occurs at the unique depth where the specific energy <strong>of</strong> a given discharge is aminimum. For any other flow, two velocities are possible. Due to this unique velocity, depth,<strong>and</strong> slope which can occur for a given discharge <strong>and</strong> <strong>channel</strong> shape, critical flow is importantin the design <strong>of</strong> hydraulic structurescurls lumps <strong>of</strong> compacted soil material formed from the blade <strong>of</strong> a bulldozer <strong>of</strong> scraperdesign bank level the finished bank level which consists <strong>of</strong> the maximum water level or designdischarge level plus freeboard.design discharge level (DDL) the level at which a <strong>channel</strong> will flow at its maximum designedflow rate. For most open <strong>channel</strong>s, the level is parallel to the bed <strong>of</strong> the <strong>channel</strong>. It issometimes found after <strong>construction</strong> that the <strong>channel</strong> is smoother than was assumed in design<strong>and</strong> so, at the design flow rate, the water level is below the designed discharge level. On theother h<strong>and</strong>, siltation can reduce the waterway area <strong>and</strong> weed growth can increase theConstruction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Irrigation Channels August 2002 - Edition 1.0 24-2

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