Ranking of basin hydrological parameters and hydraulic characteristics of the bridge in the flood potential for inspection of river bridges
Document Type : Original Article
Authors
1 Assistant Professor, Transportation Research Institute, Road, Housing and Urban Development Research Center, Tehran, Iran.
2 M.Sc., Grad., Transportation Research Institute, Road, Housing and Urban Development Research Center, Tehran, Iran.
10.22034/road.2021.261741.1927
Abstract
River bridges are highly vulnerable due to their location in a dynamic aquatic environment and under a dynamic traffic environment. The main reason for the destruction of these stairs is mainly the occurrence of floods and related hydraulic problems. To deal with this issue and move towards infrastructure asset management, conducting hydraulic inspection of the bridge can be very effective in identifying vulnerabilities. In this paper, hydrological parameters of catchment characteristics, general hydraulic characteristics of bridges, hydraulic characteristics of bridge piers and backpacks that are effective in the event potential are proposed and ranked. These issues can be used in preparing a checklist for inspecting river bridges and finally prioritizing the risk of river bridges. Studies show that the total output of hydrological studies of the catchment is considered as an effective unit during the bridge inspection process and finally the risking of the bridge is prioritized, while the general characteristics of the bridge, the characteristics of the foundations and the characteristics of the backpacks are There are four effective units, five units and three units in bridge inspection and bridge risk prioritization, which express the importance of the mentioned cases in relation to the hydrological index of the catchment.
Keywords
- غلامی، م.، قدیم، ع.، احمدی، ر.، محجوب، ا.، پوریاری، م.، ایار، پ.، محبزاده، ع.ر.، صیادی،ع.ر. و بنیزمان، ف.، (1398)،"مجموعه گزارشهای تخصصی سیلابهای فروردین 98، بررسی آسیبهای راه و ابنیه فنی، گزارش کار گروه حمل و نقل و ابنیه فنی"، مرکز تحقیقات راه، مسکن و شهرسازی، چاپ اول.
- غیاثی، ر.، (1387)، "مطالعه موردی هفت پل تخریب شده و یا در حال تخریب و تعیین مکانیسم تخریب"، پژوهشکده حمل و نقل وزارت راه وشهرسازی.
-Akay, H., Baduna Kocyigit, M., (2020), “Hydrologic Assessment Approach for River Bridges in Western Black Sea Basin, Turkey”, Journal of Performance of Constructed Facilities, Vol. 34, No. 1, 04019090.
- Akay, H., Kocyigit, M.B. and Yanmaz, A.M., (2019), “Development of a Safety-Inspection Method for River Bridges in Turkey”, Water, Vol. 11, pp. 1-24.
-Al-Saif, H. (2010), “Assessing flood vulnerability of Wadi Hanifa Basin and surrounding area, Central Saudi Arabia.” Journal of Environmental Hydrology, Vol. 18 (Jan),
pp. 1–23.
pp. 1–23.
-FHWA, (2012), “Bridge Inspector's Reference Manual”, Vol. 1, NHI 12-049 & Vol. 2,
NHI 12-050.
NHI 12-050.
-Horton, R. E., 1932, “Drainage basin characteristics”, Transactions American Geophysical Union, Vol. 13, No. 1, pp. 350–361.
- Horton, R. E., (1945), “Erosional development of streams and their drainage basins, hydro physical approach to quantitative morphology”, Geological Society of America Bulletin, Vol. 56, No. 3, pp. 275–370.
- Johnson, P.A., (2005), “Preliminary Assessment and Rating of Stream Channel Stability”, Journal of Hydraulic Engineering, Vol. 131, No. 10,
pp. 845–852.
pp. 845–852.
-Lagasse, P.F., Schall, J.D., Johnson, F., Richardson, E.V., Richardson, J.R. and Chang, F., (1995), “Stream Stability at Highway Structures”, 2nd ed., Department of Transportation, Federal Highway Administration, Washington, DC, USA.
- Manfreda, S., Link, O. and Pizarro, A., (2018), “A Theoretically Derived Probability Distribution of Scour”, Water, Vol. 10, No. 11, 1520.
-Orcesi, A.D., Cremona, C.F., (2011), “Optimization of Maintenance Strategies for the Management of the National Bridge Stock in France”, Journal of Bridge Engineering, Vol. 16, No. 1, pp. 44–52.
- Patel, D. P., Gajjar, C. A., and Srivastava, P. K., (2013), “Prioritization of Malesari mini-watersheds through morphometric analysis: A remote sensing and GIS perspective”, Environmental Earth Sciences, Vol. 69, No. 8,
pp. 2643–2656.
pp. 2643–2656.
-Pregnolato, M., (2019), “Bridge Safety is Not for Granted—A Novel Approach to Bridge Management”, Engineering Structures, Vo. 196, 109193.
- Schumm, S. A., (1956), “Evolution of drainage systems and slopes in badlands at Perth Amboy, New Jersey”, Geological Society of America Bulletin, Vol. 67, No. 5, pp. 597–646.
- Strahler, A. N., (1957), “Quantitative analysis of watershed geomorphology”, Transactions American Geophysical Union, Vol. 38, No. 6,
pp. 913–920.
pp. 913–920.
-Wardhana, K., and Hadipriono, F. C., (2003) “Analysis of Recent Bridge Failures in the United States”, Journal of Performance of Constructed Facilities, Vol. 17, No. 3, pp. 151-158.