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<br />" <br /> <br />Table 4. Subcatch....nt Characte"htics. <br /> <br />Sub~ <br />c!ltctunent <br />Number <br /> <br />Ar.... <br />(ae.-..9) <br /> <br />Slope <br />(ft/ft) <br /> <br />'" <br /> <br />Table 4 continued. <br /> <br />Infiltration Rate <br />(in/hr) <br /> <br />Percent <br />Impervious <br /> <br />Sub- <br />catchment Area <br />N~r (acrea) <br /> <br />Ma><iOlUlll <br /> <br />Mini..um <br /> <br />1.00 <br /> <br />, <br />, <br />, <br />. <br />, <br />. <br />, <br />. <br />, <br />'" <br />" <br />" <br />" <br />'" <br />" <br />" <br />" <br />" <br />" <br />" <br />" <br /> <br />" <br /> <br />" <br />" <br />" <br />" <br />" <br /> <br />'" <br />30.0 <br />31.0 <br /> <br />39.0 <br /> <br />'.0 <br /> <br />73.0 <br />70.0 <br />211.0 <br />57.0 <br />36.0 <br />57.0 <br />91.0 <br />170.0 <br />276.0 <br />350.0 <br />190.0 <br />201.0 <br />105.0 <br />215.0 <br /> <br />48.0 <br /> <br />1\.0 <br /> <br />44.0 <br /> <br />85.0 <br />135.0 <br /> <br />31.0 <br /> <br />175.0 <br />11.0 <br /> <br />0.0070 <br />0.0230 <br />0.0160 <br />0.01eO <br />0.0150 <br />0.0050 <br />0.0080 <br />0.0210 <br />0.0090 <br />0.0090 <br />0.0140 <br />0.0140 <br />0.0090 <br />0.0240 <br />0.0170 <br />0.0240 <br />0.0270 <br />0.0300 <br />0.0270 <br />0.0310 <br />0.0280 <br />O.~2\O <br />0.0170 <br />0.0250 <br />0.0200 <br />0.0250 <br />0.0270 <br /> <br />40.0 <br /> <br />1.00 <br />1.00 <br />1.00 <br /> <br />27 27.0 <br />28 48.0 <br />29 42.0 <br />30 76.0 <br />31 150.0 <br />32 38.0 <br />33 390.0 <br />34 380.0 <br />35 16.0 <br />36 24.0 <br />]7 470.0 <br />40 18.0 <br />41 g.O <br />42 13.0 <br />43 24.0 <br />61 11.0 <br />62 20.0 <br /> <br />2.00 <br /> <br />40.0 <br /> <br />2.00 <br />2.00 <br />10.00 <br />8.00 <br /> <br />2.00 <br />1.00 <br />\.00 <br /> <br />10.0 <br /> <br />50.0 <br />50.0 <br />30.0 <br />30.0 <br />M <br /> <br />2.00 <br /> <br />6.00 <br /> <br />6.00 <br />10.00 <br />10.00 <br />10.00 <br />10.00 <br />6.00 <br /> <br />6.00 <br /> <br />M <br /> <br />6.00 <br />6.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br /> <br />M <br /> <br />'.0 <br /> <br />M <br /> <br />M <br />'.0 <br />M <br />M <br />M <br />,,' <br />'.0 <br /> <br />6.00 <br /> <br />6.00 <br />6.00 <br /> <br />6.00 <br /> <br />6.00 <br /> <br />1.00 <br /> <br />6.00 <br /> <br />1.00 <br /> <br />6.00 <br />6.00 <br />2.00 <br />10.00 <br />2.00 <br />2.00 <br /> <br />1.00 <br /> <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br /> <br />'.0 <br /> <br />'.0 <br /> <br />7.0 <br /> <br />M <br /> <br />M <br /> <br />'.0 <br />M <br /> <br />2.00 <br /> <br />1.00 <br /> <br />2.00 <br /> <br />1.00 <br /> <br />'.0 <br /> <br />2.00 <br /> <br />1.00 <br /> <br />Slope <br />(ft/ft) <br /> <br />0.0330 <br />0.0350 <br />0.0350 <br />0.0360 <br />0.0240 <br />0.0360 <br />0.0200 <br />0.0200 <br />0.0170 <br />0.0130 <br />0.0220 <br />0.0050 <br />0.0170 <br />0.0170 <br />0.0170 <br />0.0060 <br />0.1000 <br /> <br />Infiltration Rate <br />(in/hrl <br /> <br />l.'<lrcent <br />InIpervioua <br /> <br />l'\axi",,,,,, <br /> <br />Minimum <br /> <br />M <br /> <br />2.00 <br />2.00 <br /> <br />1.00 <br /> <br />M <br /> <br />M <br /> <br />2.00 <br /> <br />1.00 <br />1.00 <br />1.00 <br /> <br />M <br /> <br />2.00 <br /> <br />M <br /> <br />2.00 <br /> <br />M <br /> <br />2.00 <br /> <br />1.00 <br /> <br />M <br /> <br />2.00 <br /> <br />1.00 <br /> <br />'.0 <br /> <br />2.00 <br /> <br />1.00 <br /> <br />'.0 <br /> <br />2.00 <br /> <br />1.00 <br />1.00 <br />1.00 <br /> <br />'.0 <br />'.0 <br />12.0 <br />30.0 <br />33.0 <br /> <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br /> <br />1.00 <br /> <br />1.00 <br /> <br />1.00 <br /> <br />M <br /> <br />\.00 <br />1.00 <br />1.00 <br /> <br />20.0 <br /> <br />2.00 <br /> <br />17.0 <br /> <br />2.00 <br />