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<br />ODS <br /> <br />0.04 <br /> <br />EXAMPLE <br />GIVEN: "NO' SOLUTION' <br /> <br />OD:S <br /> <br />S. 0.001 4- '!w' 0.08& <br />0'1000 <br />n.002. 4- 40 X o.OH <br />.-40 .1.441 <br />SS-olIs, <br /> <br />SIDE .SLOPES <br />HORIZONTAl.. TO VERTICAl.. <br /> <br /> <br />002 <br /> <br /> 002 100 <br /> 003 <br /> 100 90 <br /> 90 80 <br /> 80 <br /> 70 70 0.04 <br /> 60. <br /> 0.01 SO ,,/' 60 <br /> ....... <br /> 0.009 ....... o.os <br /> 0.0.0.8 40 ",/' ....... So. <br /> ....... <br /> ", ....... <br /> 0..0.0.7 ", ....... 006 <br /> :so. ....... <br /> 0.00.6 ", ....... <br /> ","'" 00.7 <br /> ", <br /> 0..0.05 ", 20 <br /> "'" c <br /> ", ace <br /> 0.0.0.4 ", "'" ~ :SO <br /> "'" z - 009 <br />- ", I .. <br />'6 "'" ~ 010. <br />0 0.00.3 - <br />- 10 <br />~ >< 9 :z: <br />.. >- ~ <br />0. 8 Q 20. <br />.. . 7 i !C <br /> - <br />.. " a:: <br />- 00.0.2 - 6 :z <br />- <br /> ... 0 ~ <br />... ~ 5 >- ....... <br />II. i <br />0 ct <br />....I :z: 4 <br />II) l.> . <br /> II) <br />. is ~ <br />II) . 3 <br /> " 020. <br /> 0 10. <br /> 0..0.0.1 <br /> 000.0.9 9 <br /> 2 <br /> 0.,0.0.0.8 8 <br /> 0..0.0.07 7 <br /> 0..00.06 O:SC <br /> 6 <br /> 0..000.5 I <br /> 0.9 <br /> 0..8 S <br /> 0.0.0.0.4 0.7 <br /> 0.6 4 040 <br /> 0.0.0.0.3 0..5 <br /> NO"'" :s <br /> Ptojlct tIorlzontalty frDItlI Itl aca" 050. <br /> 0..00.02 II Ilbtoift __ fDr 2:1 ttn &:1 <br /> TEXAS HIGHWAY DEPARTMENT <br /> UNIFORM FLOW Q6C <br /> FOR <br /> TRAPEZOIDAL CHANNELS 070. <br /> CBO <br /> } <br /> <br /> <br />" <br />