Laserfiche WebLink
SEDCAD+ 6RODIBLB CHANNEL DESIGN <br />006 GULCH TEMPORARY DIVERSION INTO B PIT <br />• Limiting Velocity Technique <br />Sediment-laden Water <br />INPVT VALUES: <br />Shape <br />Discharge <br />Slope <br />9idealopea <br />Bottom Width <br />Meaning's a <br />Max. Velocity <br />Material <br />Freeboard <br />35.00 cfs <br />2.00 9 <br />3.00:1 (L) <br />6.00 ft <br />0.025 <br />6.00 fps <br />SHALES AND BARDPANS <br />0.3 ft <br />RESULTS: <br />J <br />Actual Discharge 35.00 efe <br />Depth 0.74 ft <br />with Freeboard 1.04 ft <br />Top Width 10.42 ft <br />with Freeboard 12.22 ft <br />Velocity 5.78 fps <br />Cross Sectional Area 6.06 sq ft <br />Hydraulic Radius 0.57 ft <br />Froude Number 1.34 <br />3.00:1 (R) <br />• <br />