Laserfiche WebLink
<br />I <br />I <br />;. <br />I <br />I <br />I <br /> <br />" <br /> <br />II <br />, <br />, <br />':, <br />" <br /> <br /> <br />.1 <br />Ij <br /> <br />'. <br />I <br />I <br />,. <br />I <br />. <br />I <br />,. <br />j <br />!I <br />I <br /> <br />I <br />I <br /> <br />of the Eaton Ditch and the Terry Inlet. No adjustment of <br /> <br />infiltration rates was necessary. Depression storage was <br /> <br />dropped from 0.3 to 0.2. The resulting 5-year discharge was <br />280-cfs. <br /> <br />The second calibration run included all areas upstream of <br /> <br />the Larimer County Canal with peak discharges not to exceed <br /> <br />125-cfs, the excess capacity of this ditch. No modifications <br /> <br />to the preliminary loss values were necessary. The resulting <br /> <br />5-year discharge was 60-cfs. <br /> <br />Above Douglas Reservoir, little information was available for <br />calibration. Known information was that the reservoir has not <br /> <br />been overtopped in the 70-year period of its existence. From <br /> <br />field observation, erosion on the spillway indicates that the <br /> <br />spillway has operated with a substantial flow, however, not <br /> <br />large enough that erosion is excessive. <br /> <br />In the basin upstream of Douglas Reservoir, irrigation canals <br /> <br />again have the capacity to intercept significant drainage flows. <br /> <br />The Poudre Valley Canal, often referred to as Flood Ditch, is in <br /> <br />use for only short periods of time and, therefore, would <br /> <br />likely intercept drainage flows up to its full capacity of 350-cfs. <br /> <br />, ' <br />, i', <br />I,' .',.!','} <br />i:t Jl.i;:.H:, <br />~.",;,,,~~'i'. <br />-,",""c-_ _L,_," <br />