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<br />... <br /> <br />C. Relations for rivers <br /> <br />TV <br /> <br />Uppw ReoIIM <br /> <br />---c <br />~~--. <br />. NoMohon <br />Fal Olomeler. deo <br /> <br />.. <br />Q, <br />o <br />In <br /> <br /> <br />11 <br /> <br />. . '. -fJx <br />~lg" <br /> <br />x. <br /> <br /> <br />. " <br />"0 <br /> <br />W/D- <br /> <br />2 <br /> <br />Prec.liction of hedforms and resi staIH.':t.' <br />to flow in sanJ b"J chanllc J s. <br /> <br />lJH~-I' JU' , ,..r !' '-":,~~-, '- <br /> <br />7, 'Ef<--'j <br /> <br />0c <br /> <br />k'c <br /> <br />. " <br /> <br />Assessment of slope variation along <br />a river system <br />a = exponent of slope variation to <br />bcdctcrmincJ cxpcrimentaJly <br />Can evaluatc rclative stcepncss or <br />flatness of river sJopc at n sitv. <br /> <br />Assessment of. variation of size of beJ <br />material with distance along a river <br />channel. Can evaluate relative size <br />of bed material in comparison with the <br />rest of the system. <br /> <br />..-"--------, <br />. ... <br /> <br />'-.,. . <br /> <br />Determin:ltion of .thc potcflti:lI. fur <br />develop.,cnt of a Itcrna~e bars. If <br />WID is' large, then the :lItcrnatc bars <br />that may form will be ofJargc :.ml' I i- <br />tude. Applic"blc; r ch:lUflcl is <br />str:IlRht and within the sinuous r:lnJ~l~. <br />.! <br />