Laserfiche WebLink
• Table 23-16 <br />OUTLET WORKS DESIGN - POND K <br />Primary Outlet <br />Number of orifices 1 <br />Elevation of orifices 8,175.60 <br />Diameter of orifices (inches) 3.00 <br />Emergency Spillway <br />Conduit Diameter (inches) lg <br />Riser Diameter (inches) p4 <br />Length of Pipe (ft) 85 <br />Manning's Roughness Coefficient, n 0.025 <br />Invert Elevation (ft) 8,180.23 <br />Vertical Head Drop (ft) 10.80 <br />• Surface Water <br />Elevation <br />(ft) Primary Outlet <br />Discharge <br />(cfs) Emergency Spillway <br />Discharge <br />(cfs) <br />8,175.6 0.00 0.00 <br />8,175.7 0.07 0.00 <br />8,175.9 0.13 0.00 <br />8,176.3 0.20 0.00 <br />8,176.7 0.25 0.00 <br />8,177.1 0.29 0.00 <br />8,177.5 0.33 0.00 <br />8,177.9 0.36 0.00 <br />8.178.3 0.39 0.00 <br />8.178.7 0.42 0.00 <br />8,179.1 0.44 0.00 <br />8,179.5 0.47 0.00 <br />8,179.9 0.49 0.00 <br />8,180.3 -.- 0.51 <br />8,180.5 -.- 1.74 <br />8.180.6 -.- 3.20 <br />8,180.7 -.- 4.93 <br />8.180.9 -.- 9.05 <br />8,181.1 -.- 13.53 <br />r <br />23-148 <br />