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Design Report for Canon City Whitewater Kayak and Recreation Park in the Arkansas River <br /> Figure 2 Percent of Time Arkansas River Flows at the Project Reach Exceed WKRP <br /> Design Flows. <br /> Arkansas River Flows in Canon City <br /> Meet or Exceed WKRP Design Flows <br /> 0.9 <br /> 0.8 <br /> 0.7 <br /> 0.5 ■Design <br /> W <br /> 0.4 • 1800cfs <br /> 0.3 <br /> 0.2 <br /> 0.1 <br /> 0 <br /> *Flows calculated using USGS gage 07960000 data and subtracting downstream diversions(1970-2003). <br /> *Chaffee RICD flows are as reported in Table 1 (Water Division no2,CO,case#04CW129,Oct.26,2006). <br /> • Figure 3 shows the mean daily discharge of the Arkansas River at the project reach <br /> compared to the design flows for the Whitewater Kayak and Recreation Park. The period <br /> for the 1400cfs was assumed to start on May 25th. The design flow of 1400cfs exceeds <br /> the average daily flow that occurs on May 25th, 26th and 27th. The design flow of 1800cfs <br /> exceeds the average daily flows that occur on June 1St to June 4th. <br /> • ONUIta6 of 16 <br />