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Table 2 CURVE NUPffiERS <br /> Curve numbers (CN) an3 constants for the case Ia = 0.2 S <br /> 1 2 3 4 5 1 3 4 5 <br /> CN for <br />CN <br />for <br />S Curve* CN for <br />CN <br />for <br />S Curve* <br /> condi- <br />conditions <br />values* starts condi- <br />i <br />cond <br />itions values* starts <br />where <br /> tion I III Where L <br />on I III <br /> II P = II P = <br /> inches inches inches inches) <br /> loo loo loo 0 0 60 40 78 6.67 1.33 <br /> 99 97 loo .101 .oz 59 3~ 77 6•~ i•39 <br /> 98 94 99 .204 .04 58 3~ 76 7.24 1.45 <br /> 97 91 99 •309 .06 57 37 75 7.54 1.51 <br /> 96 89 99 •417 .08 56 36 75 7.86 1.57 <br /> 95 87 98 •526 .11 55 35 74 8.18 1.64 <br /> 94 85 98 .638 .13 54 34 73 8.52 1.70 <br /> 93 83 98 •753 •15 53 33 72 8.87 1.77 <br /> 92 81 97 .870 .17 52 32 71 9.23 1.85 <br /> 91 80 97 •989 .20 51 31 70 9.61 1.92 <br /> 90 78 96 1.11 .22 50 31 70 10.0 2.00 <br /> 89 76 96 1.24 .25 49 30 69 10.4 2.08 <br /> Fr 75 95 1.36 .27 48 2~ c3 10.8 2.16 <br /> 87 73 95 1.49 •;~ 47 28 67 11.3 2.26 <br /> 86 7`~ 94 1.63 •33 46 27 66 11.7 2.34 <br /> 85 70 94 1.76 •35 45 26 65 12.2 2.44 <br /> 84 68 93 1.90 .38 44 25 64 12.7 2.54 <br /> 83 67 93 2.05 .41 43 25 63 13.2 2.64 <br />• 82 <br />81 66 <br />64 9z <br />92 2.20 <br />2.34 .44 <br />.47 42 <br />41 24 <br />23 62 <br />61 13.8 <br />14.4 2.76 <br />2.88 <br /> 80 63 91 2.50 .50 40 22 60 15.0 3.00 <br /> 79 62 91 2.66 •53 39 21 59 15.6 3.12 <br /> 78 60 90 2.82 .56 38 ~ 58 16.3 3.26 <br /> 77 59 89 2.99 •~ 37 ~ 57 17.0 3•~ <br /> 76 58 89 3.16 .63 36 19 56 17.B 3.56 <br /> 75 57 ~ 3.33 •67 35 18 55 18.6 3.72 <br /> 74 55 88 3.51 .70 34 18 54 19.4 3.88 <br /> 73 54 87 3.70 .74 33 17 53 20.3 4.06 <br /> 72 53 8ti 3.89 .78 32 16 52 21.2 4.24 <br /> 71 52 86 4.08 .82 31 16 51 22.2 4.44 <br /> 70 51 85 4.28 .86 30 15 50 23.3 4.6' <br /> 69 50 84 4.49 .90 <br /> 68 48 84 4.70 .94 25 12 43 30.0 6.00 <br /> 67 47 83 4.92 .98 20 9 37 40.0 8.00 <br /> 66 46 82 5.15 1.03 15 6 30 56.7 11.34 <br /> 65 45 82 5.38 i.o8 l0 4 22 90.0 18.00 <br /> 64 44 81 5.62 1.12 5 2 13 190.0 38.00 <br /> 63 43 80 5.87 1.17 0 0 0 infinity infinity <br /> 62 42 79 6.13 1.23 <br /> 61 41 78 6.39 1.28 <br /> +For CN in column 1. <br />. Reproduced from Chapte r 10 of National Engineering Handbook, <br /> Section 4, Hydrology, SCS. <br />