Advanced search
Publication Cover
Journal of Hydraulic Research Volume 48, 2010 - Issue 1
Submit an article Journal homepage
3,094
Views
59
CrossRef citations to date
0
Altmetric
Research papers

Temporal scour evolution at bridge piers: effect of wood debris roughness and porosity

Stefano Pagliara Department of Civil Engineering, University of Pisa, Via Gabba 22, 56122, Pisa, ItalyCorrespondence[email protected]
&
Iacopo Carnacina Department of Civil Engineering, University of Pisa, Via Gabba 22, 56122, Pisa, Italy E-mail: [email protected]
Pages 3-13 | Received 22 Sep 2009, Published online: 18 Mar 2010

Citations (59)

Keep up to date with the latest research on this topic with citation updates for this article.

Subscribe to citation updates

Read on this site (8)

Wenjun Zhang, Colin D. Rennie & Ioan Nistor. (2023) Experimental investigation of the hydrodynamic field around a half-cone woody debris jam on a bridge pier. Journal of Hydraulic Research 61:6, pages 866-879.
Read now
Dario A. B. Sirianni, Christopher Valela, Colin D. Rennie, Ioan Nistor & Husham Almansour. (2022) Effects of developing ice covers on bridge pier scour. Journal of Hydraulic Research 60:4, pages 645-655.
Read now
Ebrahim Rahimi, Kourosh Qaderi, Majid Rahimpour, Mohammad Mehdi Ahmadi & Mohamad Reza Madadi. (2021) Scour at side by side pier and abutment with debris accumulation. Marine Georesources & Geotechnology 39:4, pages 459-470.
Read now
Mehdi Jamei & Iman Ahmadianfar. (2020) Prediction of scour depth at piers with debris accumulation effects using linear genetic programming. Marine Georesources & Geotechnology 38:4, pages 468-479.
Read now
Fahmy Salah Fahmy Abdelhaleem. (2019) Roughened bridge piers as a scour countermeasure under clear water conditions. ISH Journal of Hydraulic Engineering 25:1, pages 94-103.
Read now
Mohammad Najafzadeh, Farid Saberi-Movahed & Saeed Sarkamaryan. (2018) NF-GMDH-Based self-organized systems to predict bridge pier scour depth under debris flow effects. Marine Georesources & Geotechnology 36:5, pages 589-602.
Read now
. (2011) Reply by the Authors. Journal of Hydraulic Research 49:6, pages 834-835.
Read now
Stefano Pagliara, Iacopo Carnacina & Fabrizio Cigni. (2010) Sills and gabions as countermeasures at bridge pier in presence of debris accumulations. Journal of Hydraulic Research 48:6, pages 764-774.
Read now

Articles from other publishers (51)

Pouria Akbari Dadamahalleh, Mehdi Hamidi & Ali Mahdian Khalili. (2024) Bed sill effect on bridge pier scour with debris obstruction: an experimental investigation. Innovative Infrastructure Solutions 9:5.
Crossref
Muhanad Al-Jubouri & Richard P. Ray. (2024) Hydrodynamic Modeling and Comprehensive Assessment of Pier Scour Depth and Rate Induced by Wood Debris Accumulation. Hydrology 11:4, pages 52.
Crossref
Jeongsook Jeon, Youngkyu Kim, Dongkyun Kim & SeokKoo Kang. (2024) Flume Experiments for Flow around Debris Accumulation at a Bridge. KSCE Journal of Civil Engineering 28:3, pages 1049-1061.
Crossref
D. Panici & P. Kripakaran. (2023) Characterizing the Importance of Porosity of Large Woody Debris Accumulations at Single Bridge Piers on Localized Scour. Water Resources Research 59:9.
Crossref
Faezeh Zanganeh-Inaloo, Hossein Hamidifar & Giuseppe Oliveto. (2023) Local Scour Around Riprap-Protected Bridge Piers with Debris Accumulation. Iranian Journal of Science and Technology, Transactions of Civil Engineering 47:4, pages 2393-2408.
Crossref
Hosein Nezaratian, Amin Hassanjabbar & Peng Wu. (2023) Estimation of maximum scour depth around bridge piers under ice-covered conditions using data-driven methods. International Journal of Sediment Research 38:2, pages 191-202.
Crossref
Romitha Wickramasinghe & Norio Tanaka. (2022) Investigation of hydrodynamics along an embankment generated by a nearby riparian vegetation patch. Landscape and Ecological Engineering 19:2, pages 179-197.
Crossref
Xiangping Xie, Xiaojun Wang, Zhenzhen Liu, Zhixuan Liu & Shenzhou Zhao. (2023) Regulation effect of slit-check dam against woody debris flow: Laboratory test. Frontiers in Earth Science 10.
Crossref
Gabriel Spreitzer, Isabella Schalko, Robert M. Boes & Volker Weitbrecht. (2022) Towards a non-intrusive method employing digital twin models for the assessment of complex large wood accumulations in fluvial environments. Journal of Hydrology 614, pages 128505.
Crossref
Wenjun Zhang, Ioan Nistor, Colin D. Rennie & Husham Almansour. (2022) Influence of Dynamic Woody Debris Jam on Single Bridge Pier Scour and Induced Hydraulic Head. Journal of Marine Science and Engineering 10:10, pages 1421.
Crossref
Nazanin Mohammadzade Miyab, Ramin Fazloula, Manouchehr Heidarpour, Ataollah Kavian & Jesús Rodrigo-Comino. (2022) Experimental Design of Nature-Based-Solution Considering the Interactions between Submerged Vegetation and Pile Group on the Structure of the River Flow on Sand Beds. Water 14:15, pages 2382.
Crossref
Hossein Hamidifar, Seyed Mohammad Bagher Shahabi-Haghighi & Yee Meng Chiew. (2022) Collar performance in bridge pier scour with debris accumulation. International Journal of Sediment Research 37:3, pages 328-334.
Crossref
D. Ravazzolo, G. Spreitzer, J. Tunnicliffe & H. Friedrich. (2022) The Effect of Large Wood Accumulations With Rootwads on Local Geomorphic Changes. Water Resources Research 58:5.
Crossref
Enrico Tubaldi, Christopher J. White, Edoardo Patelli, Stergios Aristoteles Mitoulis, Gustavo de Almeida, Jim Brown, Michael Cranston, Martin Hardman, Eftychia Koursari, Rob Lamb, Hazel McDonald, Richard Mathews, Richard Newell, Alonso Pizarro, Marta Roca & Daniele Zonta. (2022) Invited perspectives: Challenges and future directions in improving bridge flood resilience. Natural Hazards and Earth System Sciences 22:3, pages 795-812.
Crossref
Deep Roy & Simone Pagliara. (2021) Equilibrium morphology and scour evolution at blunt nosed chevrons. River Research and Applications 38:3, pages 499-512.
Crossref
Romitha Wickramasinghe & Norio Tanaka. 2022. Geohazard Mitigation. Geohazard Mitigation 43 53 .
Federico Di Marco, Cyrille Denis Tetougueni, Paolo Zampieri & Carlo Pellegrino. 2022. Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures. Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures 1335 1342 .
Heide Friedrich, Diego Ravazzolo, Virginia Ruiz‐Villanueva, Isabella Schalko, Gabriel Spreitzer, Jon Tunnicliffe & Volker Weitbrecht. (2021) Physical modelling of large wood (LW) processes relevant for river management: Perspectives from New Zealand and Switzerland. Earth Surface Processes and Landforms 47:1, pages 32-57.
Crossref
Francisco Nicolás Cantero-Chinchilla, Gustavo Adolfo Mazza de Almeida & Costantino Manes. (2021) Temporal Evolution of Clear-Water Local Scour at Bridge Piers with Flow-Dependent Debris Accumulations. Journal of Hydraulic Engineering 147:10.
Crossref
Michele PalermoSimone Pagliara & Deep Roy. (2021) Effect of debris accumulation on scour evolution at bridge pier in bank proximity. Journal of Hydrology and Hydromechanics 69:1, pages 108-118.
Crossref
Gabriel Spreitzer, Jon Tunnicliffe & Heide Friedrich. (2021) Effects of large wood (LW) blockage on bedload connectivity in the presence of a hydraulic structure. Ecological Engineering 161, pages 106156.
Crossref
Müsteyde Baduna Koçyiğit, Onur Karakurt & Hüseyin Akay. (2021) Effect of various flow, sediment and geometrical parameters on partially or fully submerged deck scour. SN Applied Sciences 3:3.
Crossref
Lavine Wong, Mohamad Hidayat bin Jamal & Erwan Hafizi bin Kasiman. 2021. ICCOEE2020. ICCOEE2020 310 317 .
Mohsen Ebrahimi, Slobodan Djordjević, Diego Panici, Gavin Tabor & Prakash Kripakaran. (2020) A method for evaluating local scour depth at bridge piers due to debris accumulation. Proceedings of the Institution of Civil Engineers - Bridge Engineering 173:2, pages 86-99.
Crossref
Mahmoud ZayedAnas El MollaMohammed Sallah. (2020) Experimental Investigation of Curved Trash Screens. Journal of Irrigation and Drainage Engineering 146:6.
Crossref
Gabriel Spreitzer, Jon Tunnicliffe & Heide Friedrich. (2020) Porosity and volume assessments of large wood (LW) accumulations. Geomorphology 358, pages 107122.
Crossref
Simone Pagliara & Michele Palermo. (2020) Effects of Bridge Pier Location and Debris Accumulation on Equilibrium Morphology. Effects of Bridge Pier Location and Debris Accumulation on Equilibrium Morphology.
Gabriel Spreitzer, Jon Tunnicliffe & Heide Friedrich. (2020) Large wood (LW) 3D accumulation mapping and assessment using structure from Motion photogrammetry in the laboratory. Journal of Hydrology 581, pages 124430.
Crossref
Alonso Pizarro, Salvatore Manfreda & Enrico Tubaldi. (2020) The Science behind Scour at Bridge Foundations: A Review. Water 12:2, pages 374.
Crossref
Iacopo Carnacina, Aleksandra Lescova & Stefano Pagliara. 2020. Advances in Water Resources Engineering and Management. Advances in Water Resources Engineering and Management 17 25 .
Gabriel Spreitzer, Jon Tunnicliffe & Heide Friedrich. (2019) Using Structure from Motion photogrammetry to assess large wood (LW) accumulations in the field. Geomorphology 346, pages 106851.
Crossref
Iacopo Carnacina, Nicoletta Leonardi & Stefano Pagliara. (2019) Characteristics of Flow Structure around Cylindrical Bridge Piers in Pressure-Flow Conditions. Water 11:11, pages 2240.
Crossref
Iacopo Carnacina, Stefano Pagliara & Nicoletta Leonardi. (2019) Bridge pier scour under pressure flow conditions. River Research and Applications 35:7, pages 844-854.
Crossref
Román G. Martino, Francisco García Ciani, Agnes Paterson & Marcelo F. Piva. (2019) Experimental study on the scour due to a water jet subjected to lateral confinement. European Journal of Mechanics - B/Fluids 75, pages 219-227.
Crossref
Ana Josefa Dias, Cristina Sena Fael & Francisco Núñez-González. (2019) Effect of Debris on the Local Scour at Bridge Piers. IOP Conference Series: Materials Science and Engineering 471, pages 022024.
Crossref
Mohsen Ebrahimi, Prakash KripakaranDušan M. ProdanovićRecep KahramanMatthew RiellaGavin TaborScott ArthurSlobodan Djordjević. (2018) Experimental Study on Scour at a Sharp-Nose Bridge Pier with Debris Blockage. Journal of Hydraulic Engineering 144:12.
Crossref
Enrico Tubaldi, Lorenzo Macorini & Bassam A. Izzuddin. (2018) Three-dimensional mesoscale modelling of multi-span masonry arch bridges subjected to scour. Engineering Structures 165, pages 486-500.
Crossref
Ebrahim Rahimi, Kourosh Qaderi, Majid Rahimpour & Mohammad Mehdi Ahmadi. (2018) Effect of Debris on Piers Group Scour: An Experimental Study. KSCE Journal of Civil Engineering 22:4, pages 1496-1505.
Crossref
S. Barbetta, S. Camici & T. Moramarco. (2015) A reappraisal of bridge piers scour vulnerability: a case study in the Upper Tiber River basin (central Italy). Journal of Flood Risk Management 10:3, pages 283-300.
Crossref
Jacob Stolle, Tomoyuki Takabatake, Takahito Mikami, Tomoya Shibayama, Nils Goseberg, Ioan Nistor & Emil Petriu. (2017) Experimental Investigation of Debris-Induced Loading in Tsunami-Like Flood Events. Geosciences 7:3, pages 74.
Crossref
Mohammad Najafzadeh, Mohammad Rezaie Balf & Esmat Rashedi. (2016) Prediction of maximum scour depth around piers with debris accumulation using EPR, MT, and GEP models. Journal of Hydroinformatics 18:5, pages 867-884.
Crossref
Jian-Hao Hong, Wen-Dar Guo, Yee-Meng Chiew & Cheng-Hsin Chen. (2016) A New Practical Method to Simulate Flood-Induced Bridge Pier Scour—A Case Study of Mingchu Bridge Piers on the Cho-Shui River. Water 8:6, pages 238.
Crossref
Gürol Yıldırım. (2015) Discussion of “Debris-Blocking Sensitivity of Piano Key Weirs under Reservoir-Type Approach Flow” by Michael Pfister, Damiano Capobianco, Blake Tullis and Anton J. Schleiss. Journal of Hydraulic Engineering 141:10.
Crossref
Stefano Pagliara, Michele Palermo & Reza Azizi. (2015) Scour control at bridge piers using macro-roughness elements. Proceedings of the Institution of Civil Engineers - Water Management 168:4, pages 174-188.
Crossref
M Pfister, A Schleiss & B Tullis. 2013. Labyrinth and Piano Key Weirs II. Labyrinth and Piano Key Weirs II 255 264 .
Michael PfisterDamiano CapobiancoBlake TullisAnton J. Schleiss. (2013) Debris-Blocking Sensitivity of Piano Key Weirs under Reservoir-Type Approach Flow. Journal of Hydraulic Engineering 139:11, pages 1134-1141.
Crossref
Domenico FerraroAli TafarojnoruzRoberto GaudioAntónio H. Cardoso. (2013) Effects of Pile Cap Thickness on the Maximum Scour Depth at a Complex Pier. Journal of Hydraulic Engineering 139:5, pages 482-491.
Crossref
Stefano Pagliara & Iacopo Carnacina. (2013) Bridge pier flow field in the presence of debris accumulation. Proceedings of the Institution of Civil Engineers - Water Management 166:4, pages 187-198.
Crossref
N. Wallerstein & S. Arthur. (2011) Improved methods for predicting trash delivery to culverts protected by trash screens. Journal of Flood Risk Management 5:1, pages 23-36.
Crossref
Nicholas Wallerstein & Scott Arthur. 2012. Flood Risk. Flood Risk 211 244 .
Stefano PAGLIARA & Iacopo CARNACINA. (2011) Influence of large woody debris on sediment scour at bridge piers. International Journal of Sediment Research 26:2, pages 121-136.
Crossref

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Order Reprints Request Corporate Permissions

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

Request Academic Permissions

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.

Related research

People also read lists articles that other readers of this article have read.

Recommended articles lists articles that we recommend and is powered by our AI driven recommendation engine.

Cited by lists all citing articles based on Crossref citations.
Articles with the Crossref icon will open in a new tab.