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<br />e <br /> <br />Chart 2 <br /> <br />. <br />~ <br /> <br />,0 <br /> <br /> - <br /> 5 0,8 <br /> >C <br /> .. <br /> e <br /> = 0,8 <br /> ,: <br />e Ii: 0,5 <br />... <br />=> <br />~ 0,4 <br /> . U <br /> = <br /> . <br /> Si! <br /> . <br /> U <br /> 1,15 <br /> 0.1 <br /> 0,1013 O,DlI04 O,OOD6 1J008 8,001 <br />. <br /> <br /> <br /> <br /> <br /> <br />0.1102 DJD3 0.004 0.008 0,0118 0.01 <br /> <br />0.02 <br /> <br />0.03 <br /> <br />~ <br /> <br />CHANNEL SLOPE, So (ft.lft.) <br />MAXIMUM PERMISSIBLE DEPTH OF FLOW (d max) FOR UNUNED CHANNELS (BARE SOIL) <br /> <br />,e <br /> <br />25 <br />