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<br />I <br /> <br />I <br /> <br />SECTION 5 <br /> <br />I <br /> <br />TIME OF CONCENTRATION <br /> <br />I <br /> <br />Time of concentration is the time it takes for runoff to travel from the <br />hydraulically most distant part of the watershed to the point of reference. <br />It is a basic element involved in determining timing and magnitude of a <br />flood hydrograph. Methods discussed in this handbook include: <br /> <br />I <br /> <br />1. Upland or overland flow; <br /> <br />I <br /> <br />2. Modified curve number; <br /> <br />3. Channel flow; <br /> <br />I <br /> <br />4. Hydrograph analysis; <br /> <br />5. Nomograph <br /> <br />I <br /> <br />Chapter 3 of TR-55 gives detailed explanations of the first four methods. <br />Table S-l is intended as an aid in using the channel flow method, which is <br />the preferred procedure for projects of significant size and cost. <br /> <br />I <br /> <br />Peak discharge charts, figure S-lA, and figure D-2 (TR-55), do not require <br />Tc values directly. The modified curve number method for determining Tc has <br />been used to translate Tc into terms of CN, watershed slope and drainage <br />area for average shaped natural watersheds. Lag time values from the <br />modified Curve Number Method must be adjusted for watersheds that are no <br />longer in their natural condition. Chapter 3 of TR-55 gives details of <br />these necessary modifications. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />The nomograph, figure S-6 is a simplified solution of Tc requ1r1ng only <br />watershed length and height. Its use is self explanatory. It is recom- <br />mended that this nomograph be an alternative method for drainage areas less <br />than 1,000 acres. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />6 <br /> <br />I <br />