Laserfiche WebLink
<br />JI <br /> <br /> <br />I <br /> <br />'I <br />\1 <br />II <br />I, <br />, <br />I <br />I <br /> <br />operation season, which coincides with the cloudburst flood <br /> <br />ill <br />II <br /> <br />I <br /> <br />II <br /> <br />, <br /> <br />III <br /> <br />I <br /> <br />'1 <br />:1 <br />, <br />, <br /> <br />\1 <br /> <br />, , <br /> <br />:, <br />:. <br />. <br />I <br /> <br />. <br /> <br />'I <br />II <br />(I <br /> <br />I <br /> <br />/1 <br /> <br />season. The irrigation canals most likely to affect flood flows <br />along Dry Creek are the Larimer and Weld Canal (Eaton Ditch), <br />the Larimer County Canal, Terry Inlet, the Poudre Valley Canal <br />and the North Poudre Ditch. Only the canals downstream of <br /> <br />Douglas Reservoir, i.e., the Larimer and Weld Canal, the Larimer <br /> <br />County Canal and the Terry Inlet, would contribute to a reduction <br /> <br />in peak flows in Fort Collins. <br /> <br />The approximate normal operating and bankful discharges for <br /> <br />these canals are shown in Table I. <br /> <br />Table I. Approximate Ditch Capacities <br /> <br /> Normal Bankful Flood Interception <br />Canal Capacity Capacity Capacity <br />Larimer and Weld 700-cfs 1,000-cfs 300-cfs <br />Terry Inlet 100-cfs 200-cfs 100-cfs <br />Larimer County 575-cfs 700-cfs 125-cfs <br /> <br />'" <br /> <br />,'. " <br />~:1/1~ .~){' <br />