Development an empirical formula to calculate the scour depth at different shapes of non-uniform piers

SI Khassaf, SI Ahmed - Journal of Physics: Conference Series, 2021 - iopscience.iop.org
The study of local scour around foundation of bridge piers is very important for safe design of
piers and other hydraulic structures. Various studies about local scour around uniform …

[PDF][PDF] New imperial equation for local scour around various bridge piers shapes

A Talib, ZH Obeid, HK Hameed - Int. J. Sci. Res.(IJSR)., 2016 - researchgate.net
The assessment of the maximum scour depth around bridge piers is very important in design
the foundations of bridges. Engineers are presently estimating the scour conditions at …

[PDF][PDF] Identifying the pool-point bar location based on experimental investigation

JS Maatooq, L Hameed - Journal of Water and Land Development, 2019 - psjd.icm.edu.pl
Morphological relationships of meander evolution in terms of hydraulic and geometric
characteristics are essential for river management. In present study, an experimental based …

Modeling of local scour depth around bridge piers using artificial neural network

SI Khassaf, AQ Abdulwhab - Advances in Natural and Applied …, 2016 - go.gale.com
Bridges are one of the most important structures that must be protected from failure by safe
design and continuous monitoring. In the present study artificial neural network (ANN) model …

Development of Empirical Formulas for Effect of Circular Pier and Abutment on Local Scour Depth

SIK Al-Saadi, RO Abbass - Kufa Journal of Engineering, 2013 - journal.uokufa.edu.iq
This study based on laboratory experiments for computing depth of local scour around
abutment and bridge pier neighboring abutment considering the study of the effects of …

[PDF][PDF] New Predictive Formulations of Local Scour Around Bridge Piers

JS Maatooq - papers.ssrn.com
This study aims to present a new formulations used as a predictive equations of local scour
which is formed around single bridge pier for clear water conditions at equilibrium state …