{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,10]],"date-time":"2026-03-10T21:03:05Z","timestamp":1773176585832,"version":"3.50.1"},"reference-count":39,"publisher":"Springer Science and Business Media LLC","issue":"8","license":[{"start":{"date-parts":[[2022,4,10]],"date-time":"2022-04-10T00:00:00Z","timestamp":1649548800000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.springer.com\/tdm"},{"start":{"date-parts":[[2022,4,10]],"date-time":"2022-04-10T00:00:00Z","timestamp":1649548800000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/www.springer.com\/tdm"}],"content-domain":{"domain":["link.springer.com"],"crossmark-restriction":false},"short-container-title":["Int J Civ Eng"],"published-print":{"date-parts":[[2022,8]]},"DOI":"10.1007\/s40999-022-00715-2","type":"journal-article","created":{"date-parts":[[2022,4,10]],"date-time":"2022-04-10T10:02:32Z","timestamp":1649584952000},"page":"981-991","update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":40,"title":["Experimental and Numerical Investigation of Bridge Configuration Effect on Hydraulic Regime"],"prefix":"10.1007","volume":"20","author":[{"given":"Mehmet","family":"Ardiclioglu","sequence":"first","affiliation":[]},{"given":"Arzu M. W. Mohamed","family":"Hadi","sequence":"additional","affiliation":[]},{"given":"Erion","family":"Periku","sequence":"additional","affiliation":[]},{"ORCID":"https:\/\/orcid.org\/0000-0001-7464-8377","authenticated-orcid":false,"given":"Alban","family":"Kuriqi","sequence":"additional","affiliation":[]}],"member":"297","published-online":{"date-parts":[[2022,4,10]]},"reference":[{"key":"715_CR1","doi-asserted-by":"publisher","DOI":"10.1016\/j.ress.2021.107564","volume":"210","author":"SA Argyroudis","year":"2021","unstructured":"Argyroudis SA, Mitoulis SA (2021) Vulnerability of bridges to individual and multiple hazards-floods and earthquakes. Reliab Eng Syst Saf 210:107564. https:\/\/doi.org\/10.1016\/j.ress.2021.107564","journal-title":"Reliab Eng Syst Saf"},{"issue":"11","key":"715_CR2","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1007\/s40999-021-00682-0","volume":"19","author":"M Breccolotti","year":"2021","unstructured":"Breccolotti M, Natalicchi M (2021) Bridge damage detection through combined quasi-static influence lines and weigh-in-motion devices. Int J Civ Eng 19(11):1\u201314. https:\/\/doi.org\/10.1007\/s40999-021-00682-0","journal-title":"Int J Civ Eng"},{"issue":"1","key":"715_CR3","doi-asserted-by":"publisher","first-page":"47","DOI":"10.1080\/15732479.2020.1833946","volume":"18","author":"C Wu","year":"2020","unstructured":"Wu C, Wu P, Wang J, Jiang R, Chen M, Wang X (2020) Critical review of data-driven decision-making in bridge operation and maintenance. Struct Infrastruct Eng 18(1):47\u201370. https:\/\/doi.org\/10.1080\/15732479.2020.1833946","journal-title":"Struct Infrastruct Eng"},{"issue":"5","key":"715_CR4","doi-asserted-by":"publisher","first-page":"04020073","DOI":"10.1061\/(ASCE)ST.1943-541X.0002535","volume":"146","author":"L Sun","year":"2020","unstructured":"Sun L, Shang Z, Xia Y, Bhowmick S, Nagarajaiah S (2020) Review of bridge structural health monitoring aided by big data and artificial intelligence: from condition assessment to damage detection. J Struct Eng 146(5):04020073. https:\/\/doi.org\/10.1061\/(ASCE)ST.1943-541X.0002535","journal-title":"J Struct Eng"},{"issue":"11","key":"715_CR5","doi-asserted-by":"publisher","first-page":"1683","DOI":"10.1007\/s40999-019-00455-w","volume":"17","author":"F Shaker","year":"2019","unstructured":"Shaker F, Rahai A (2019) Substructure responses of a concrete bridge with different deck-to-Pier connections. Int J Civ Eng 17(11):1683\u20131695. https:\/\/doi.org\/10.1007\/s40999-019-00455-w","journal-title":"Int J Civ Eng"},{"key":"715_CR6","unstructured":"Ardiclioglu M, Genc O (2015) Investigation of bridge afflux on urban transport by experiments and HEC-RAS package. In: (Ed.)^(Eds.), 7th Urban infrastructure symposium. Trabzon, Turkey, pp 1\u201312"},{"issue":"6","key":"715_CR7","doi-asserted-by":"publisher","first-page":"279","DOI":"10.4186\/ej.2019.23.6.279","volume":"23","author":"A Ghaderi","year":"2019","unstructured":"Ghaderi A, Daneshfaraz R, Dasineh M (2019) Evaluation and prediction of the scour depth of bridge foundations with HEC-RAS numerical model and empirical equations (Case Study: Bridge of Simineh Rood Miandoab, Iran). Eng J 23(6):279\u2013295. https:\/\/doi.org\/10.4186\/ej.2019.23.6.279","journal-title":"Eng J"},{"issue":"2","key":"715_CR8","doi-asserted-by":"publisher","first-page":"374","DOI":"10.3390\/w12020374","volume":"12","author":"A Pizarro","year":"2020","unstructured":"Pizarro A, Manfreda S, Tubaldi E (2020) The science behind scour at bridge foundations: a review. Water 12(2):374. https:\/\/doi.org\/10.3390\/w12020374","journal-title":"Water"},{"issue":"1","key":"715_CR9","doi-asserted-by":"publisher","first-page":"61","DOI":"10.1080\/15732470500254774","volume":"3","author":"DT Hai","year":"2007","unstructured":"Hai DT, Yamada H, Katsuchi H (2007) Present condition of highway bridges in Vietnam: an analysis of current failure modes and their main causes. Struct Infrastruct Eng 3(1):61\u201373. https:\/\/doi.org\/10.1080\/15732470500254774","journal-title":"Struct Infrastruct Eng"},{"issue":"3","key":"715_CR10","doi-asserted-by":"publisher","first-page":"144","DOI":"10.1061\/(ASCE)0887-3828(2003)17:3(144)","volume":"17","author":"K Wardhana","year":"2003","unstructured":"Wardhana K, Hadipriono FC (2003) Analysis of recent bridge failures in the United States. J Perform Constr Facil 17(3):144\u2013150. https:\/\/doi.org\/10.1061\/(ASCE)0887-3828(2003)17:3(144)","journal-title":"J Perform Constr Facil"},{"key":"715_CR11","doi-asserted-by":"publisher","DOI":"10.1016\/j.jhydrol.2020.125930","volume":"594","author":"Y Yang","year":"2021","unstructured":"Yang Y, Xiong X, Melville BW, Sturm TW (2021) Dynamic morphology in a bridge-contracted compound channel during extreme floods: effects of abutments, bed-forms and scour countermeasures. J Hydrol 594:125930. https:\/\/doi.org\/10.1016\/j.jhydrol.2020.125930","journal-title":"J Hydrol"},{"issue":"10","key":"715_CR12","doi-asserted-by":"publisher","first-page":"224","DOI":"10.1007\/s13201-020-01308-x","volume":"10","author":"F Cao","year":"2020","unstructured":"Cao F, Tao Q, Dong S, Li X (2020) Influence of rain pattern on flood control in mountain creek areas: a case study of northern Zhejiang. Appl Water Sci 10(10):224. https:\/\/doi.org\/10.1007\/s13201-020-01308-x","journal-title":"Appl Water Sci"},{"issue":"2","key":"715_CR13","doi-asserted-by":"publisher","first-page":"125","DOI":"10.1061\/(ASCE)SC.1943-5576.0000041","volume":"15","author":"L Deng","year":"2010","unstructured":"Deng L, Cai C (2010) Bridge scour: Prediction, modeling, monitoring, and countermeasures. Pract Period Struct Design Constr 15(2):125\u2013134. https:\/\/doi.org\/10.1061\/(ASCE)SC.1943-5576.0000041","journal-title":"Pract Period Struct Design Constr"},{"issue":"5","key":"715_CR14","doi-asserted-by":"publisher","first-page":"475","DOI":"10.1007\/s40999-016-0137-8","volume":"16","author":"M Alemi","year":"2018","unstructured":"Alemi M, Maia R (2018) Numerical simulation of the flow and local scour process around single and complex bridge Piers. Int J Civ Eng 16(5):475\u2013487. https:\/\/doi.org\/10.1007\/s40999-016-0137-8","journal-title":"Int J Civ Eng"},{"issue":"9","key":"715_CR15","doi-asserted-by":"publisher","first-page":"04019090","DOI":"10.1061\/(ASCE)BE.1943-5592.0001473","volume":"24","author":"O Khandel","year":"2019","unstructured":"Khandel O, Soliman M (2019) Integrated framework for quantifying the effect of climate change on the risk of bridge failure due to floods and flood-induced scour. J Bridg Eng 24(9):04019090. https:\/\/doi.org\/10.1061\/(ASCE)BE.1943-5592.0001473","journal-title":"J Bridg Eng"},{"key":"715_CR16","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2021.112180","volume":"238","author":"SA Mitoulis","year":"2021","unstructured":"Mitoulis SA, Argyroudis SA, Loli M, Imam B (2021) Restoration models for quantifying flood resilience of bridges. Eng Struct 238:112180. https:\/\/doi.org\/10.1016\/j.engstruct.2021.112180","journal-title":"Eng Struct"},{"issue":"4","key":"715_CR17","doi-asserted-by":"publisher","first-page":"194","DOI":"10.1061\/(ASCE)SC.1943-5576.0000006","volume":"14","author":"EEM Diaz","year":"2009","unstructured":"Diaz EEM, Moreno FN, Mohammadi J (2009) Investigation of common causes of bridge collapse in Colombia. Pract Period Struct Design Constr 14(4):194\u2013200. https:\/\/doi.org\/10.1061\/(ASCE)SC.1943-5576.0000006","journal-title":"Pract Period Struct Design Constr"},{"issue":"1","key":"715_CR18","doi-asserted-by":"publisher","first-page":"85","DOI":"10.1061\/(ASCE)CF.1943-5509.0000393","volume":"28","author":"T-R Wu","year":"2014","unstructured":"Wu T-R, Wang H, Ko Y-Y, Chiou J-S, Hsieh S-C, Chen C-H, Lin C, Wang C-Y, Chuang M-H (2014) Forensic diagnosis on flood-induced bridge failure. II: framework of quantitative assessment. J Perform Constr Facil 28(1):85\u201395. https:\/\/doi.org\/10.1061\/(ASCE)CF.1943-5509.0000393","journal-title":"J Perform Constr Facil"},{"issue":"3","key":"715_CR19","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1080\/15732479.2020.1832539","volume":"18","author":"RK Garg","year":"2020","unstructured":"Garg RK, Chandra S, Kumar A (2020) Analysis of bridge failures in India from 1977 to 2017. Struct Infrastruct Eng 18(3):1\u201318. https:\/\/doi.org\/10.1080\/15732479.2020.1832539","journal-title":"Struct Infrastruct Eng"},{"key":"715_CR20","doi-asserted-by":"publisher","DOI":"10.1080\/15732479.2020.1867198","author":"HS Schaap","year":"2021","unstructured":"Schaap HS, Caner A (2021) Bridge collapses in Turkey: causes and remedies. Struct Infrastruct Eng. https:\/\/doi.org\/10.1080\/15732479.2020.1867198","journal-title":"Struct Infrastruct Eng"},{"issue":"1","key":"715_CR21","doi-asserted-by":"publisher","first-page":"119","DOI":"10.37934\/arfmts.74.1.119132OpenAccess","volume":"74","author":"M Noor","year":"2020","unstructured":"Noor M, Arshad H, Khan M, Khan MA, Aslam MS, Ahmad A (2020) Experimental and HEC-RAS modelling of bridge Pier scouring. J Adv Res Fluid Mech Thermal Sci 74(1):119\u2013132. https:\/\/doi.org\/10.37934\/arfmts.74.1.119132OpenAccess","journal-title":"J Adv Res Fluid Mech Thermal Sci"},{"key":"715_CR22","unstructured":"Bonner VR (1996) Bridge hydraulic analysis with HEC-RAS. In: (Ed.)^(Eds.). US Army Corps of Engineers, Hydrologic Engineering Center, USA"},{"key":"715_CR23","unstructured":"Brunner GW, Hunt JH (1995) A comparison of the one-dimensional bridge hydraulic routines from HEC-RAS, HEC-2 and WSPRO. In: (Ed.)^(Eds.). Hydrologic Engineering Center Davis CA, USA, pp. 1\u201380"},{"key":"715_CR24","unstructured":"Brunner GW (2002) Hec-ras (river analysis system). In: (Ed.)^(Eds.), North American Water and Environment Congress & Destructive Water. ASCE, pp 3782\u20133787"},{"issue":"1","key":"715_CR25","doi-asserted-by":"publisher","first-page":"103","DOI":"10.1007\/s40999-020-00568-7","volume":"19","author":"TR Al-Husseini","year":"2021","unstructured":"Al-Husseini TR, Hamad HT, Al-Madhhachi A-ST (2021) Effects of an upstream sluice gate and holes in pooled step cascade weirs on energy dissipation. Int J Civ Eng 19(1):103\u2013114. https:\/\/doi.org\/10.1007\/s40999-020-00568-7","journal-title":"Int J Civ Eng"},{"issue":"2","key":"715_CR26","doi-asserted-by":"publisher","first-page":"191","DOI":"10.1061\/JWRDDC.0000252","volume":"108","author":"Y-K Tung","year":"1982","unstructured":"Tung Y-K, Mays LW (1982) Optimal risk-based hydraulic design of bridges. J Water Resour Plan Manag Div 108(2):191\u2013203. https:\/\/doi.org\/10.1061\/JWRDDC.0000252","journal-title":"J Water Resour Plan Manag Div"},{"key":"715_CR27","doi-asserted-by":"publisher","DOI":"10.1177\/03611981211023757","author":"ST Benedict","year":"2021","unstructured":"Benedict ST, Knight TP (2021) Benefits of compiling and analyzing hydraulic-design data for bridges. Transp Res Rec. https:\/\/doi.org\/10.1177\/03611981211023757","journal-title":"Transp Res Rec"},{"key":"715_CR28","doi-asserted-by":"publisher","DOI":"10.1016\/j.sna.2021.112687","volume":"324","author":"M Ling","year":"2021","unstructured":"Ling M, Wang J, Wu M, Cao L, Fu B (2021) Design and modeling of an improved bridge-type compliant mechanism with its application for hydraulic piezo-valves. Sens Actuators A 324:112687. https:\/\/doi.org\/10.1016\/j.sna.2021.112687","journal-title":"Sens Actuators A"},{"issue":"2","key":"715_CR29","doi-asserted-by":"publisher","first-page":"57","DOI":"10.1007\/s13201-020-1140-4","volume":"10","author":"R Abd El-Hady Rady","year":"2020","unstructured":"Abd El-Hady Rady R (2020) Prediction of local scour around bridge piers: artificial-intelligence-based modeling versus conventional regression methods. Appl Water Sci 10(2):57. https:\/\/doi.org\/10.1007\/s13201-020-1140-4","journal-title":"Appl Water Sci"},{"key":"715_CR30","doi-asserted-by":"publisher","DOI":"10.1080\/15732479.2020.1815226","author":"T Ahamed","year":"2020","unstructured":"Ahamed T, Duan JG, Jo H (2020) Flood-fragility analysis of instream bridges\u2014consideration of flow hydraulics, geotechnical uncertainties, and variable scour depth. Struct Infrastruct Eng. https:\/\/doi.org\/10.1080\/15732479.2020.1815226","journal-title":"Struct Infrastruct Eng"},{"key":"715_CR31","doi-asserted-by":"publisher","DOI":"10.1115\/1.1421122","volume-title":"Open channel hydraulics. 1","author":"TW Sturm","year":"2001","unstructured":"Sturm TW (2001) Open channel hydraulics. 1. McGraw-Hill, New York"},{"issue":"4","key":"715_CR32","doi-asserted-by":"publisher","first-page":"4829","DOI":"10.14419\/ijet.v7i4.21068","volume":"7","author":"AM Hadi","year":"2018","unstructured":"Hadi AM, Ardiclioglu M (2018) Investigation of bridge afflux on channels by experiments and HEC-RAS package. Int J Eng Technol 7(4):4829\u20134832. https:\/\/doi.org\/10.14419\/ijet.v7i4.21068","journal-title":"Int J Eng Technol"},{"key":"715_CR33","unstructured":"Ardiclioglu M, Se\u00e7kin G, Se\u00e7ilir S (2006) Experimental investigation of the effects of bridge structures on maximum afflux on rivers. In: (Ed.)^(Eds.), 5th GAP Engineering Congress. \u015eanl\u0131urfa, Turkey, pp. 25\u201336"},{"issue":"9","key":"715_CR34","doi-asserted-by":"publisher","first-page":"1080","DOI":"10.1007\/s42452-019-1141-9","volume":"1","author":"M Ard\u0131\u00e7l\u0131o\u011flu","year":"2019","unstructured":"Ard\u0131\u00e7l\u0131o\u011flu M, Kuriqi A (2019) Calibration of channel roughness in intermittent rivers using HEC-RAS model: case of Sarimsakli creek, Turkey. SN Appl Sci 1(9):1080. https:\/\/doi.org\/10.1007\/s42452-019-1141-9","journal-title":"SN Appl Sci"},{"key":"715_CR35","first-page":"1","volume-title":"Guide for selecting Manning\u2019s roughness coefficients for natural channels and flood plains","author":"GJ Arcement","year":"1989","unstructured":"Arcement GJ, Schneider VR (1989) Guide for selecting Manning\u2019s roughness coefficients for natural channels and flood plains. US Government Printing Office, Washington DC, pp 1\u201338"},{"key":"715_CR36","doi-asserted-by":"crossref","unstructured":"Brunner GW, Gibson S (2005) Sediment transport modeling in HEC RAS. Impacts of Global Climate Change. pp 1\u201312","DOI":"10.1061\/40792(173)442"},{"key":"715_CR37","unstructured":"Instrumart, Shop industrial and laboratory instruments, 2022. https:\/\/www.instrumart.com"},{"key":"715_CR38","unstructured":"HydroMet, Water flow, 2022. https:\/\/www.ott.com\/products\/water-flow-127\/"},{"issue":"8","key":"715_CR39","doi-asserted-by":"publisher","first-page":"3419","DOI":"10.2166\/ws.2020.255","volume":"20","author":"DJ Mehta","year":"2020","unstructured":"Mehta DJ, Yadav SM (2020) Analysis of scour depth in the case of parallel bridges using HEC-RAS. Water Supply 20(8):3419\u20133432. https:\/\/doi.org\/10.2166\/ws.2020.255","journal-title":"Water Supply"}],"container-title":["International Journal of Civil Engineering"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s40999-022-00715-2.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/article\/10.1007\/s40999-022-00715-2\/fulltext.html","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s40999-022-00715-2.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2022,7,22]],"date-time":"2022-07-22T17:41:41Z","timestamp":1658511701000},"score":1,"resource":{"primary":{"URL":"https:\/\/link.springer.com\/10.1007\/s40999-022-00715-2"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2022,4,10]]},"references-count":39,"journal-issue":{"issue":"8","published-print":{"date-parts":[[2022,8]]}},"alternative-id":["715"],"URL":"https:\/\/doi.org\/10.1007\/s40999-022-00715-2","relation":{},"ISSN":["1735-0522","2383-3874"],"issn-type":[{"value":"1735-0522","type":"print"},{"value":"2383-3874","type":"electronic"}],"subject":[],"published":{"date-parts":[[2022,4,10]]},"assertion":[{"value":"29 November 2021","order":1,"name":"received","label":"Received","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"18 February 2022","order":2,"name":"revised","label":"Revised","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"22 March 2022","order":3,"name":"accepted","label":"Accepted","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"10 April 2022","order":4,"name":"first_online","label":"First Online","group":{"name":"ArticleHistory","label":"Article History"}}]}}