1. 1. Sheet1 Page 1 Available Depth 2.455 2.5 Bed Width 33.56 32.6 Area of x section 82.3898 wetted perimeter 38.47 hydraulic mean depth 2.14166363 bed slope 0.00397536 coefficient of rugosity 0.025 Velocity 4.19033545 discharge 345.2409 Area of x section2 81.5 AFFLUX 0.02188984 meter D/S SIDE 200'(SMALL X-SECTION ) WIDTH 15.24 DISCHARGE 345.2409 DEPTH 1.804 Area of x section 27.49296 AFFLUX 7.95696348 meter UPLIFT ON THE FLOOR DUE AFFLUX effective discharge 10.2872735 WATER HEAD 0.02188984 silt factor 3 scour depth 4.42751671 scour depth from bed level 1.97251671 maximum scour depth 2.95877506 U/S PILE DEPTH 2.46564589 D/S PILE DEPTH 2.95877506 u/s FLOOR LENGTH 5.91755013 d/s FLOOR LENGTH 9.88230872 FLOOR LENGTH 15.7998588 TOTAL CREEP LENGTH 26.6487007 CREEP UPTO POINT CONSIDERED 0.3 uplift pressure 0.21643412 AFTER SCOURING WATER'S EFFECT ON SHEET PILE U/S PILE Water pressure at top of pile 24.55 Water pressure at bottom of pile 49.206 shear force on pile 90.928 kn bending moment on pile 124.589 kn-m thickness required 46.474 mm D/S PILE Water pressure at top of pile 24.55 Water pressure at bottom of pile 54.138 shear force on pile 116.41 kn bending moment on pile 193.801 kn-m thickness required 57.962 mm