1 00:00:00,330 --> 00:00:03,330 (warm tone playing) 2 00:00:09,050 --> 00:00:11,290 - [Narrator] For too long, researchers have had to rely 3 00:00:11,290 --> 00:00:15,570 on old data when determining flood estimation across Texas. 4 00:00:15,570 --> 00:00:17,160 This project, headed up by 5 00:00:17,160 --> 00:00:20,300 the Texas Tech Center for Multidisciplinary Research 6 00:00:20,300 --> 00:00:23,730 in Transportation was designed to update the Texas 7 00:00:23,730 --> 00:00:26,210 generalized skew map for the Texas Department 8 00:00:26,210 --> 00:00:29,770 of Transportation Hydraulic Design Manual. 9 00:00:29,770 --> 00:00:32,140 - The map that we have in the HDM right now 10 00:00:32,140 --> 00:00:34,040 was produced in 1996, right? 11 00:00:34,040 --> 00:00:38,980 And so it was based on older record and 12 00:00:38,980 --> 00:00:39,813 a smaller record. 13 00:00:39,813 --> 00:00:41,040 So the greater the record you have, 14 00:00:41,040 --> 00:00:42,190 the more accuracy you have. 15 00:00:42,190 --> 00:00:45,950 - [Narrator] Researchers utilized 30 years of unused data, 16 00:00:45,950 --> 00:00:47,550 which will likely open the door 17 00:00:47,550 --> 00:00:50,120 for future statistical research into 18 00:00:50,120 --> 00:00:55,060 Texas, Oklahoma and Eastern New Mexico flood hydrology. 19 00:00:55,060 --> 00:00:56,970 - New technologies have become available 20 00:00:56,970 --> 00:00:58,960 in the last 15 years. 21 00:00:58,960 --> 00:01:03,150 And quite a bit of recent data has become available 22 00:01:03,150 --> 00:01:05,630 in the flood frequency arena. 23 00:01:05,630 --> 00:01:06,480 And that's important 24 00:01:06,480 --> 00:01:08,900 for transportation infrastructure design 25 00:01:08,900 --> 00:01:11,040 in particular bridges, culverts, roadways 26 00:01:11,040 --> 00:01:13,810 and associated drainage infrastructure. 27 00:01:13,810 --> 00:01:18,770 - Those skew values are used in developing a gauge analysis. 28 00:01:18,770 --> 00:01:20,180 And so what a gauge analysis is, 29 00:01:20,180 --> 00:01:22,839 is really just taking a distribution 30 00:01:22,839 --> 00:01:25,740 and a population of flow rates, 31 00:01:25,740 --> 00:01:27,990 annual flow rates, peak flow rates, 32 00:01:27,990 --> 00:01:29,890 and fitting a curve to it. 33 00:01:29,890 --> 00:01:32,420 And that curve shape is changed 34 00:01:32,420 --> 00:01:35,600 based on what region you're in Texas with the skew. 35 00:01:35,600 --> 00:01:36,560 And so it can trend up. 36 00:01:36,560 --> 00:01:37,660 It can trend down. 37 00:01:37,660 --> 00:01:40,460 - The information we used are stream flow records 38 00:01:40,460 --> 00:01:43,390 that are stored by the United States geological survey 39 00:01:43,390 --> 00:01:45,430 for Texas specific stations 40 00:01:45,430 --> 00:01:49,320 and included Oklahoma, parts of New Mexico, Louisiana. 41 00:01:49,320 --> 00:01:52,940 Also, those skew values should not abruptly change 42 00:01:52,940 --> 00:01:54,550 just because you crossed the state line. 43 00:01:54,550 --> 00:01:56,990 So we need to have the adjacent states 44 00:01:56,990 --> 00:01:59,940 to help inform our analysis. 45 00:01:59,940 --> 00:02:03,750 And from that, we create a probability model 46 00:02:03,750 --> 00:02:07,210 of the behavior of the flood recurrence 47 00:02:07,210 --> 00:02:09,280 at particular locations. 48 00:02:09,280 --> 00:02:13,340 And we found that the skew values for the state, 49 00:02:13,340 --> 00:02:14,710 incorporating new data, 50 00:02:14,710 --> 00:02:17,650 have changed somewhat from the last time this was done. 51 00:02:17,650 --> 00:02:21,300 And the impacts of those modified skew values 52 00:02:21,300 --> 00:02:24,640 are fairly important along the coastal bend 53 00:02:24,640 --> 00:02:26,500 and the coastal plains of Texas, 54 00:02:26,500 --> 00:02:28,260 somewhat in the hill country 55 00:02:28,260 --> 00:02:31,640 and less so out here in West Texas. 56 00:02:31,640 --> 00:02:32,910 - And so if you look at the two maps 57 00:02:32,910 --> 00:02:35,080 and put them side by side, there's better resolution too. 58 00:02:35,080 --> 00:02:37,190 There's less gaps between the contours. 59 00:02:37,190 --> 00:02:39,860 So there's less averaging or interpolation. 60 00:02:39,860 --> 00:02:42,650 So now you're getting better accuracy with your flow rates. 61 00:02:42,650 --> 00:02:45,400 So if you're overestimating your flows, 62 00:02:45,400 --> 00:02:46,810 your bridges will be bigger, right? 63 00:02:46,810 --> 00:02:48,290 So we're spending more money on our bridges. 64 00:02:48,290 --> 00:02:52,270 If you underestimate, that translates into a safety issue 65 00:02:52,270 --> 00:02:53,810 or a reliability issue. 66 00:02:53,810 --> 00:02:55,560 So we want to be as accurate as we can. 67 00:02:55,560 --> 00:02:57,361 We don't want to overestimate. 68 00:02:57,361 --> 00:02:58,764 And we don't want to underestimate 69 00:02:58,764 --> 00:03:00,230 - [Narrator] For more information 70 00:03:00,230 --> 00:03:02,710 and to find the publications for this project, 71 00:03:02,710 --> 00:03:05,244 please visit the text dot research library 72 00:03:05,244 --> 00:03:07,143 at the link shown below.