Author:
Rahman Farooque,Chavan Rutuja
Publisher
Springer Science and Business Media LLC
Reference121 articles.
1. Chavan R, Huai W, Kumar B (2020) Alluvial channel hydrodynamics around tandem piers with downward seepage. Front Struct Civ Eng 14:1445–1461. https://doi.org/10.1007/s11709-020-0648-x
2. Chavan R, Sharma A, Kumar B (2016) Effect of downward seepage on turbulent flow characteristics and bed morphology around bridge piers. J Marine Sci Appl 16:60–72. https://doi.org/10.1007/s11804-017-1394-x
3. Richardson EV, Davis SR (2001) Evaluating scour at bridges. Fourth Edition, Rep. FHWA-NHI 01-001, HEC No. 18, Federal Highway Administration, Washington, D.C. https://www.fhwa.dot.gov/engineering/hydraulics/pubs/hif12003.pdf
4. Ko YY, Chiou JS, Tsai YC, Chen CH, Wang H, Wang CY (2014) Evaluation of flood-resistant capacity of scoured bridges. J Perform Constr Facil 28(1):61–75. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000381
5. Chavan R, Venkataramana B, Acharya P, Kumar B (2018) Comparison of scour and flow characteristics around circular and oblong bridge piers in seepage affected alluvial channels. J Marine Sci Appl 17:254–264. https://doi.org/10.1007/s11804-018-0016-6