Prediction of Local Scour Rate around Bridge Piers Using SSIIM Model
Abstract
Scouring around bridge piers phenomena are studied by several researchers. They proved that SSIIM
(Sediment Simulation In Intakes with Multi-block option) model is a powerful tool in predicting local scour
around rectangular piers for clear water scour. The main objective of this paper is to verify SSIIM model in
predicting the local scour for live bed and clear water scour around bridge piers. Also, it covered prediction
of scour for circular and rectangular piers with different sizes. In addition the predicted scour rate was
compared with the scour rate obtained from experimental results by Sharafaddin A.A.S. (2003). All results
were represented in curves. These curves showed good agreement between the predicted values by SSIIM
and the experimental results. Moreover, the final scour values were in a good agreement with the values
calculated by the most famous scour equation.
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References
Channel", Ph.D. Thesis, Cairo University at Cairo, Egypt.
2. T. Esmaeili, A. A. Dehghani, A. R. Zahiri and K. Suzuki (2009). "3D Numerical Simulation of Scouring
around Bridge Piers (Case Study: Bridge 524 crosses the Tanana River)", World Academy of Science,
Engineering and Technology (58), pp. 1028-103.
3. Olsen N.R.B. and Melaaen M.C. (1993). "Three-Dimensional Calculation of Scour around Cylinders",
Journal of Hydraulic Engineering (119), pp. 1048–1054.
4. Olsen N.R.B. and Kjellesvig H.M. (1998). "Three-Dimensional Numerical Flow Modelling for
Estimation of Maximum Local Scour", Journal of Hydraulic Engineering (36), pp. 579–590.
5. G. H. Elsaeed (2011). "Validating SSIIM 3-D Numerical Model to Calculate Local Scour around Bridge
Piers", International Journal of Academic Research, 3 (3), pp. 501-505.
6. Abouzeid G., Mohamed H. I. and AliS. M. (2007). "3-D Numerical Simulation of Flow and Clear Water
Scour by Interaction between Bridge Piers", Journal of Engineering Sciences, Assiut University, Egypt,
35(4), pp. 891-907.
7. Ebrahim Jafari, H. Hassunizadeh, Ehsan Zaredehdasht and Maryam Kiuani (2011). "Estimating Scour
Depth around Bridge Piles Using Ssiim Software and Comparing its Results with Physical Model
Results", Australian Journal of Basic and Applied Sciences, 5 (7), pp. 167-173.
8. M.M. Ibrahim and Neveen B. Abdel-Mageed (2014). "Effect of Bed Roughness on Flow
Characteristics", International Journal of Academic Research Part (A), 6 (5), pp. 169-178.
9. A.A. Ghareeb (2011). "Effect of Pile Group and Its Arrangement on Local Scour around Bridge Piers",
M.Sc. Thesis, Faculty of Engineering, Shobra, Banha University, Egypt.
10. Melville B. W. (1997). "Pier and Abutment Scour-Integral Approach", Journal of Hydraulic
Engineering, ASCE, 123 (2), pp. 125-136.
11. Melville. B.W., and Sutherland, A. J. (1988). "Design Method for Local Scour at Bridge Piers" Journal
of Hydraulic Engineering, ASCE, 114 (10), pp. 1210-1226.
12. Coleman N. L. (1971). "Analyzing Laboratory Measurements of Scour at Cylindrical Piers in Sand
Beds", Proceeding 14th IAHR Congress, Vol. (3), Paris, pp. 307–313.
13. Johnson P. (1992). "Reliability‐Based Pier Scour Engineering", Journal of Hydraulic Engineering, 118
(10), pp. 1344–1358.
14. Richardson J.R. and Richardson E. R. (1993). "Proceedings of the 1994 Conference", Hydraulics
Division of the American Society Civil Engineers
15. Froelich D.C., (1987). "Local Scour at Bridge Piers Based on Field Measurement", U.S. Geological
Survey, Water Resources Division.
16. Jain S. C. and Fischer E. E. (1979). "Scour around Circular Bridge Piers at High Froude Numbers",
Report FHWA-RD-79-104, Federal Highway Administration, Washington.
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