Table of contentsSlide 1 Slide 2 Slide 3 “Engineered” Logjams Means They are Carefully Analyzed and Designed for a Factor of Safety and a Specified Design Life Slide 5 Slide 6 Slide 7 Slide 8 Slide 9 Slide 10 Slide 11 Slide 12 Slide 13 Slide 14 Natural Bank Roughening Flow Deflection Slide 17 Slide 18 Slide 19 Slide 20 Slide 21 Slide 22 Slide 23 ELJ Functions – Hard Point Flow Deflectors Slide 25 Slide 26 Slide 27 Slide 28 Slide 29 Slide 30 Slide 31 Slide 32 Slide 33 Slide 34 Slide 35 Slide 36 Slide 37 Slide 38 Slide 39 Slide 40 Slide 41 Slide 42 Slide 43 Slide 44 Slide 45 Slide 46 Slide 47 Slide 48 Slide 49 Slide 50 Slide 51 Major Project Elements Slide 53 Depth averaged velocity (ft/s) output from FESWMS for existing conditions during 100 yr peak flow event (67,000 cfs) Depth averaged velocity (ft/s) output from FESWMS for proposed conditions during 100 yr peak flow event (67,000 cfs) Slide 56 Slide 57 Slide 58 Slide 59 Slide 60 Slide 61 Slide 62 Slide 63 Slide 64 Slide 65 Slide 66 Slide 67 Slide 68 Slide 69 Slide 70 Slide 71 Hydraulic Modeling – Side Channels Slide 73 Existing Erosion (2-yr flood) Existing Erosion (10-yr Flood) Levee Removal Erosion (2-yr flood) Erosion over time (10-yr Flood) Basis of ELJ Design Slide 79 Slide 80 Slide 81 Slide 82 Slide 83 Slide 84 Slide 85 Slide 86 Slide 87 Slide 88 Slide 89 Slide 90 Slide 91 Slide 92 |