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Table 4. Principal Spillway Outflow Ditch Designs <br /> <br />Pond <br />Middle Pyeatt 4l1 <br />Middle Pyeatt /~2 <br />Middle Pyeatt /~3 <br />East Pyeatt /F1 <br />East Pyeatt ~t2 <br />East Pyeatt lk3 <br />n = 0.040 <br />Q (cfs) D (ft) b (ft) s (ft/ft) v (ft/s <br />71.3 1.1 5.0 0.06 8.1 <br />69.8 1.1 5.0 0.06 7.9 <br />33.8 0.7 5.0 0.06 6.0 <br />67.5 1.1 5.0 0.06 7.7 <br />64.6 1.1 5.0 0.06 7.3 <br />28.9 0.7 5.0 0.06 5.2 <br />CRF/jb 8/86 <br /> <br />i <br />EMERGENCY <br />SPILLWAY <br />FlQure 5. Principal Splltwoy Outlow Ditch Cross- Section <br />14 <br />Revised 8/86 <br />