1 00:00:00,389 --> 00:00:02,972 (gentle music) 2 00:00:10,880 --> 00:00:11,870 - [Narrator] When bridges fail, 3 00:00:11,870 --> 00:00:15,510 it's most often because of extreme flood events. 4 00:00:15,510 --> 00:00:17,550 Based on current bridge guidelines, 5 00:00:17,550 --> 00:00:20,040 designers consider the force of water 6 00:00:20,040 --> 00:00:22,300 on the bridge's substructures. 7 00:00:22,300 --> 00:00:23,830 But there is little information 8 00:00:23,830 --> 00:00:26,620 about how these hydrodynamic forces 9 00:00:26,620 --> 00:00:28,940 affect the superstructures, 10 00:00:28,940 --> 00:00:31,880 the components that hold up the bridge deck. 11 00:00:31,880 --> 00:00:33,490 In part, this project, 12 00:00:33,490 --> 00:00:36,380 thanks to small scale laboratory experiments, 13 00:00:36,380 --> 00:00:39,750 was designed to help reduce the bridge failure risk 14 00:00:39,750 --> 00:00:42,400 on typical TxDOT bridge decks. 15 00:00:42,400 --> 00:00:44,320 - So the main objective of this research 16 00:00:44,320 --> 00:00:47,730 was to assess and evaluate the superstructure 17 00:00:47,730 --> 00:00:49,970 of our bridge structures. 18 00:00:49,970 --> 00:00:51,350 Not to be confused with the substructure 19 00:00:51,350 --> 00:00:52,460 which is the piers, 20 00:00:52,460 --> 00:00:56,250 superstructure is gonna be the beams and slabs. 21 00:00:56,250 --> 00:00:59,210 And to assess this in conditions of flooding 22 00:00:59,210 --> 00:01:03,330 when the deck is being over topped or barely over topped, 23 00:01:03,330 --> 00:01:04,710 and in high velocities. 24 00:01:04,710 --> 00:01:07,270 - What we are trying to do or we have done here 25 00:01:07,270 --> 00:01:10,300 is to quantify these forces first, 26 00:01:10,300 --> 00:01:12,090 making sure that they have a good understanding 27 00:01:12,090 --> 00:01:14,300 of these forces acting on the bridge 28 00:01:14,300 --> 00:01:18,040 and then look at the current practices the techs thought 29 00:01:18,040 --> 00:01:20,720 and other state agencies have 30 00:01:20,720 --> 00:01:23,170 to countermeasure these forces. 31 00:01:23,170 --> 00:01:25,950 We look at almost 900 bridges 32 00:01:25,950 --> 00:01:29,540 around the riverine and coastal areas of Texas. 33 00:01:29,540 --> 00:01:32,760 And then we came up with a list of the forces 34 00:01:32,760 --> 00:01:34,610 that are acting on these bridges, 35 00:01:34,610 --> 00:01:36,563 the depth of the flow velocity, 36 00:01:37,493 --> 00:01:40,660 the actual situation that's happening in the field. 37 00:01:40,660 --> 00:01:43,370 And then we tried to simulate them in the lab 38 00:01:43,370 --> 00:01:47,670 over the bridges that are scaled 50 times smaller 39 00:01:47,670 --> 00:01:48,990 than the actual size. 40 00:01:48,990 --> 00:01:51,430 - They built a scaled model 50 to one 41 00:01:51,430 --> 00:01:53,550 of our Texas configurations. 42 00:01:53,550 --> 00:01:56,070 We looked at our Texas girders or Tex girders, 43 00:01:56,070 --> 00:01:58,700 which ride beams basically, we looked at box beams, 44 00:01:58,700 --> 00:02:01,160 we looked at slab beams. And we built models, 45 00:02:01,160 --> 00:02:03,210 not of all of them, but most of them, 46 00:02:03,210 --> 00:02:07,710 with the idea that we would also build CFD 3D modeling. 47 00:02:07,710 --> 00:02:10,860 - We brought all those results to come to simulation, 48 00:02:10,860 --> 00:02:14,210 we call it the CFD, Computational Fluid Dynamics, 49 00:02:14,210 --> 00:02:18,150 and then we ran more scenarios, almost 1000 scenarios, 50 00:02:18,150 --> 00:02:22,800 to simulate the forces acting on the bridge 51 00:02:22,800 --> 00:02:25,860 and the interaction between the bridge superstructure, 52 00:02:25,860 --> 00:02:28,440 meaning the deck, and the substructures. 53 00:02:28,440 --> 00:02:33,440 And also we simulate the countermeasures, the shear keys 54 00:02:33,640 --> 00:02:37,240 and earwalls to see if they have enough capacity 55 00:02:37,240 --> 00:02:39,080 to counteract the flood force. 56 00:02:39,080 --> 00:02:40,290 - The drag forces are a little greater 57 00:02:40,290 --> 00:02:44,290 than the structural shear key strengths. 58 00:02:44,290 --> 00:02:45,123 That's an indication 59 00:02:45,123 --> 00:02:47,810 that we can probably improve our designs. 60 00:02:47,810 --> 00:02:51,000 And so that's the next step is to improve our details 61 00:02:51,000 --> 00:02:52,670 and our standards for bridge design. 62 00:02:52,670 --> 00:02:56,790 - Using the result of this simulation on our recommendation, 63 00:02:56,790 --> 00:02:59,460 we can make the existing bridges safer 64 00:02:59,460 --> 00:03:04,460 and also we can incorporate this design recommendation 65 00:03:04,540 --> 00:03:05,700 into future bridges, 66 00:03:05,700 --> 00:03:09,300 and basically we have safer bridges in our system. 67 00:03:09,300 --> 00:03:11,633 - We want to build a system that's reliable, 68 00:03:12,600 --> 00:03:14,960 that doesn't have maintenance issues 69 00:03:14,960 --> 00:03:17,693 or fail during large storms. 70 00:03:18,590 --> 00:03:22,230 We want a safe system, and we want an economical system. 71 00:03:22,230 --> 00:03:23,320 - [Announcer] For more information 72 00:03:23,320 --> 00:03:25,870 and to find the publications for this project, 73 00:03:25,870 --> 00:03:27,670 please visit the tex.researchlibrary 74 00:03:28,760 --> 00:03:30,283 at the link shown below.