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• TMP#18.TXT • <br />s <br />AREQUA SUB-BASIN B1-8 <br />Sheet Flow <br />Description ..................... B1-8 <br />Manning's n ..................... 0.1000 <br />Flow Length ..................... 166.0000 ft <br />Two Yr, 24 hr Rainfall .......... 2.2000 in <br />Land Slope ...................... 0.4100 ft/ft <br />Computed Sheet flow time .......................> 0.0638 hrs <br />Shallow Concentrated Flow <br />------------------------- <br />Description ..................... B1-8 <br />Surface ......................... Unpaved <br />Flow Length ..................... 602.0000 ft <br />Watercourse Slope ............... 0.0336 ft/ft <br />Velocity ........................ 2.9575 fps <br />Computed Shallow flow time .....................> 0.0565 hrs <br />Channel Flow <br />Description ..................... <br />Flow Area ....................... <br />Wetted Perimeter ................ <br />Flow Length ..................... <br />Channel Slope ................... <br />Manning's n ..................... <br />Hydraulic radius ................ <br />Velocity ........................ <br />Computed Channel flow time ...... <br />B1-8 <br />26.9000 <br />135.6000 <br />355.0000 <br />0.1342 <br />0.0240 <br />28.5664 <br />40.4389 <br />ft2 <br />in <br />ft <br />ft/ft <br />in <br />fps <br />> 0.0024 hrs <br />+++x+*++,r ,r*r++*++++:r+++o-++r <br />Total Time of Concentration .........................> 0.1227 hr <br /> <br />Page 1 <br />