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<br />V <br />C <br />M <br />8 <br />Y <br />qtU <br />9 <br />D <br />W <br />• 4 <br />Figure 5-2.--Peak discharge in csm per inch of runoff versus time of <br />concentration (Tc) for 24-hour type-II storm distribution. <br />• <br />0.1 0.2 0.3 0.4 0.5 0.7 1.0 2.0 3.0 4.0 5.0 <br />TI1~ OF CONCENTRHTION - hours <br />