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<br />IT. Beginning of motion <br /> <br />>- <br />~ J <br />~ <br /> <br />~ <br />. <br />. <br />E <br />o <br />.. <br />o <br />C. <br /> <br />- <br /> <br />"'0 <br />. <br />~ <br />Ul <br /> <br />J'o <br />"'0-. <br />-.. Q. <br />....0 <br />"6Ziu; <br />O1". <br />0::....., <br />- OUl- <br />0_ <br />o <br />-.,- <br />-,.... <br />c-N <br />"Il:Ul <br /> <br />"0 <br />- <br /> <br /> <br />1 Motion <br /> <br />No Motion <br />~inninQ of Motion <br /> <br />V.d / 1/ <br /> <br /> <br />....- <br /> <br />Slop., S <br /> <br />40" Angl. of <br />"~ Repo.. <br /> <br /> <br />20" 40" <br />Angle of Side Slop. <br /> <br />4 <br /> <br />Shield's diagram. Dctermines the <br />critical shear stress defining begin- <br />ning of motion of particles. TC is <br />widely used in transport equations. <br />In addition Shield's diagram can be <br />used to establish a design procedure <br />for stabilizing the bed and banks <br />of rivers. <br /> <br />--- <br /> <br />~ <br />