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construction and refurbishment of earthen irrigation channel banks

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Since many <strong>of</strong> these factors are closely related, act simultaneously <strong>and</strong> some <strong>of</strong> them tendto counteract each other, so it is difficult or practically impossible to determine therelative contributions <strong>of</strong> each to seepage. Therefore, the factors thought to be leastimportant to seepage losses, such as soil temperature, velocity <strong>of</strong> flow <strong>and</strong> ground slopeat right angles to the flow, generally are not taken into account.The main factors known to have a definite effect on seepage rate can be grouped asfollows:1. Characteristics <strong>of</strong> the <strong>channel</strong> surface <strong>and</strong> subsoil.2. Depth <strong>of</strong> water in the <strong>channel</strong>, wetter perimeter <strong>of</strong> the <strong>channel</strong> <strong>and</strong> the depth togroundwater.3. Amount <strong>of</strong> sediments in the water, velocity in the <strong>channel</strong> <strong>and</strong> length <strong>of</strong> time the<strong>channel</strong> has been in operation.Group 1Permeability is the soil property that indicates the relative ease with which water willflow through the soil. Permeability is the ability <strong>of</strong> a soil to conduct or dischargewater under a hydraulic gradient. This property is mainly dependent on the porosity <strong>of</strong>the soil, shape <strong>and</strong> arrangement <strong>of</strong> the soil particles, soil density <strong>and</strong> degree <strong>of</strong>saturation.Coarse-grained soils are highly pervious <strong>and</strong> have high permeability co-efficients;fine-grained soils are much less pervious <strong>and</strong> have low co-efficients.The co-efficient <strong>of</strong> permeability K, cm per sec, is defined by Darcy’s law:Q = KiAWhere; Q = rate <strong>of</strong> flow <strong>of</strong> water through soil mass, cm 3 per seci = hydraulic gradient or total head lost per unit <strong>of</strong> flow distance, cm per cmA = total cross-sectional area <strong>of</strong> soil through which flow takes place, cm 2A survey <strong>of</strong> the soil pr<strong>of</strong>ile along a proposed <strong>channel</strong> alignment is the most importantsingle step in a pre-<strong>construction</strong> seepage investigation. This survey should determinethe location, extent <strong>and</strong> physical characteristics <strong>of</strong> the various underlying soil layers.The sequence <strong>of</strong> permeable <strong>and</strong> impermeable strata <strong>and</strong> the capability <strong>of</strong> these strata totransmit water will largely determine the amount <strong>of</strong> water lost by seepage.Group 2The following relationships have been found to exist between seepage <strong>and</strong> water depthin the <strong>channel</strong>, depth to groundwater <strong>and</strong> wetter perimeter <strong>of</strong> <strong>channel</strong>:1. Seepage losses generally increase with increase <strong>of</strong> water depth in the <strong>channel</strong>,although the two factors are not directly proportional. Depth <strong>of</strong> water has beenfound to have more influence on seepage rate when the rate is high than when therate is low.Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 – Edition 1.0 21-5

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