HEC RAS Tutorial 12 Hydraulic Design of Bridge (bridge scouring)
in this video, hydraulic design of bridge is modeled for scouring in the contraction area, around piers, and at abutment of the bridge. ---------------- cross-section: station 00 St. Elev 0 40 4 38 7 38 15 34 45 34 53 36 75 36 83 40 -------------- Bridge data: chord data Upstream Downstream station high chord low chord station high chord low chord 0 40.1 39.6 0 40.1 39.6 83 40.1 39.6 83 40.1 39.6 pier data Upstream Downstream pier width elevation pier width elevation 1.5 34 1.5 34 1.5 37 1.5 37 0.75 37 0.75 37 0.75 39.6 0.75 39.6 pier locations piers centerline 12 20 28 36 44 52 60 68 abutment data Upstream Downstream Station elevation Station elevation 0 40.1 0 40.1 7 40.1 7 40.1 ------------ flow data for steady flow: m^3/s profiles 20 50 80 110 140 170 200 230 260 290 320 350 380 410 440 #Fresh_Engineers #HEC_RAS #Hydraulic_Design_of_Bridge
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