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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Bureau program* that was extensively modified to calculate correctly water <br /> <br /> <br />levels through bridges and culverts and over road embankments. The com- <br /> <br /> <br />puter calculations were spot-checked by hand calculations, and in limited <br /> <br /> <br />areas all water level calculations were done by hand. " <br /> <br />The flood plains determined for the lOO-year frequency flood along Little <br /> <br /> <br />Dry Creek and its major tributaries are shown for the basin with Englewood <br /> <br /> <br />Dam only and Englewood Dam plus the five proposed flood detention dams on <br /> <br /> <br />the plan and profile sheets, Drawings 4 through 29 in Volume II.of this <br /> <br /> <br />report. Flood plain limits are shown at a 1" = 200' scale on 2-foot con- <br /> <br /> <br />tour interval topography, together with water surface and channel profiles. <br /> <br />* "Water Surface Profile Computer Program," Bureau of Reclamation, Dec. 1968. <br /> <br />-47- <br />