Performance Evaluation of Scour Protection around a Bridge Pier through Experimental Approach by Rashid Farooq, Abdul Razzaq Ghumman, Muhammad Atiq Ur Rehman Tariq*, Afzal Ahmed, Abid Latif, Amjad Masood

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Blockage at cross-drainage hydraulic structures – Advances, challenges and opportunities by Umair Iqbal, Muhammad Zain Bin Riaz

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EFFECT OF BRIDGE PIERS INCLINATION AND ROUGHNESS ON SCOUR PIT DIMENSIONS by Moaed S. Khalil

Subjects: “…Piers, scour, roughness…”
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Near-Nature Ecological Technique for Pier Scour Countermeasure in a Submerged Overfall by Wei-Lin Lee, Chih-Wei Lu, Chin-Kun Huang

Subjects: “…pier scour…”
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Reduction of scour around bridge piers using a modified method for vortex reduction by Entesar A.S. EL-Ghorab

Subjects: “…Pier scour…”
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Investigation approaching flow to bridge and prediction of bridge pier scour with floodplain vegetation in compound channels under pressurized flow conditions by Ali Dankoo, Hojjat Allah Yonesi, Hasan Torabipoudeh, Mojtaba Saneie, Hamidreza Rahimi

Subjects: “…Bridge pier scour…”
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A new practical method to simulate flood-induced bridge pier scour—a case study of Mingchu bridge piers on the Cho-Shui river by Hong, Jian-Hao, Guo, Wen-Dar, Chiew, Yee-Meng, Chen, Cheng-Hsin

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Modelling the Flow Structure in Local Scour Around Bridge Pier by Usman Ghani, Shahid Ali, Abdul Ghaffar

Subjects: “…Pier Scour…”
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Hydrodynamic Modeling and Comprehensive Assessment of Pier Scour Depth and Rate Induced by Wood Debris Accumulation by Muhanad Al-Jubouri, Richard P. Ray

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Novel 3D Structural-Light Scanner Technique for Continuous Monitoring of Pier Scour in Laboratory by Jana Zaidan, Adrien Poupardin, Abdelkrim Bennabi, François Marin, Ahmed Benamar

Subjects: “…pier scour…”
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Prediction of Pier Scour Depth under Extreme Typhoon Storm Tide by Zongyu Li, Weiwei Lin, Dongdong Chu, Feng Liu, Zhilin Sun, Wankang Yang, Hanming Huang, Dan Xu

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Developing empirical formulae for scour depth in front of Inclined bridge piers by Halil İbrahim Fedakar, A. Ersin Dinçer, Zafer Bozkuş

Subjects: “…pier scour…”
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