Ship Navigation Effect on Sedimentation in Restricted Waterways

Authors

  • M. Nakisa Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • A. Maimun Marine Technology Centre, UniversitiTeknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Yasser M. Ahmed Marine Technology Centre, UniversitiTeknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • F. Behrouzi Marine Technology Centre, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Jaswar Koto Marine Technology Centre, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • A. Priyanto Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • A. Y. Sian Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • S. A. Ghazanfari Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

DOI:

https://doi.org/10.11113/jt.v69.3279

Keywords:

Environmental soil erosion, CFD, Restricted water, LNG carrier

Abstract

This research work has focused on the environmental soil erosion in restricted water. The sedimentation is occurred by ship bank interaction phenomenon.ComputationalFluid Dynamics (CFD) is used to predict the soil erosion as a major global environmental issues. These kind of issues are referring to increase the precipitation of canals, environmental degradation, and non-specific source of contamination.Therefore, it is important to understand the processes of soil erosion and sediment transport along rivers.This can potentially help to identify the erosion vulnerable areas and find potential measures to reduce the environmental effects . The merchant ships such as LNG carriers, Ro-Ro ships and general cargo carriers navigate through the restricted waterways that have significant effects on soil erosion.In this study, we investigated the soil erosion and identified the most seriously eroded areas in the confined waterwaysvia Finite Volume Method (FVM).

References

D. J. Hagerty. 1991a. Piping/sapping Erosion-1: Basic Considerations. J. Hydraul. Eng. 117(8): 991–1008.

D. J. Hagerty.1991b. Piping/sapping Erosion-2: Identification Diagnosis. J. Hydraul.

S. E. Darby, C. R. Thorne. 1996. Numerical Simulation of Widening and Bed Deformation of Straight Sand-bed Rivers. I: Model Development. J. Hydraul. Eng. ASCE. 122(4): 184–193. K. Elissa, Title of paper if known, unpublished.

G. Crosta, C. di Prisco.1999. On Slope Instability Induced by Seepage Erosion. Can. J. Geotech. Eng. 36: 1056–1073.

M. Rinaldi, N.Casagli. 1999. Stability of Streambanks Formed in Partially Saturated Soils and Effects of Negative Pore Water Pressures: The Siene River (Italy). Geomorphology. 26(4): 253–277.

M. Rinaldi, L. Nardi. Modeling Interactions Between River Hydrology and Mass Failures. J. Hydrol. Eng. In press.

D. L. Rockwell. 2002. The Influence of Groundwater on Surface Flow Erosion Processes. Earth Surf. Processes Landf. 27(5): 495–514.

G. A. Fox, G. V. Wilson. 2010. The Role of Subsurface Flow in Hillslope and Stream Bank Erosion: A Review. Soil Sci. Soc. Am. J. 74(3): 717–733.

G. A. Fox, G. V. Wilson, R. K. Periketi, B. F. Cullum. 2006. A Sediment Transport Model for Seepage Erosion of Streambanks. J. Hydrol. Eng. 11(6): 603–611.

G. A. Fox, G. V. Wilson, A. Simon, E. Langendoen, O. Akay, J. W. Fuchs. 2007. Measuring Streambank Erosion Due to Ground Water Seepage: Correlation to Bank Pore Water Pressure, Precipitation and Stream Stage. Earth Surf. Processes Landf. 32: 1558–1573.

G. A. Fox, D. M. Heeren, G. V. Wilson, E. J. Langendoen, A. K. Fox, M. L. Chu-Agor. 2010. Numerically Predicting Seepage Gradient Forces and Erosion: Sensitivity to Soil Hydraulic Properties. J. Hydrol. 389: 354–362.

O. L. Owoputi, W. J. Stolte. 2001. The Role of Seepage in Erodibility. Hydrol. Process. 15(1): 13–22.

D. L. Rockwell. 2002. The Influence of Groundwater on Surface Flow Erosion Processes. Earth Surf. Processes Landf. 27(5): 495–514.

R. C. Kochel, A. D. Howard, D. F. McLane. 1985. Channel Networks Developed by Groundwater Sapping in Fine-grained Sediments: Analogs to Some Martian Valleys. In: Woldenberg, M. J. (Ed.), Models in Geomorphology. Allen and Unwin, Boston. 313–341.

T. L. Midgley, G. A. Fox, G. V. Wilson, D. M. Heeren, E. J. Langendoen, A. Simon. 2012. Seepage-induced Treambank Erosion and Instability: In-Situ Constant Head Experiments. J. Hydrol. Engrg. doi: 10.1061/(ASCE)HE 1943- 6584.0000685.

K. Terzaghi. 1943. Theoretical Soil Mechanics. Wiley, New York. Van Genuchten, M.Th. 1980. A Closed-for Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils. Soil Sci. Soc. Am. J. 44(5): 892–898.

D. Zaslavsky,G.Kassiff. 1965. Theoretical Formulation of Piping Mechanisms in Cohesive Soils. Geo-technique. 15(3): 305–316.

A. D. Howard, C. F. McLane. 1988. Erosion of Cohesionless Sediment by Ground Water Seepage. Water Resour. Res. 24(10): 1659–1674.

L. Nardi, M. Rinaldi, L.Solari. 2012. An Experimental Investigation on Mass Failures Occurring in a Riverbank Composed of Sandy Gradel. Geomophology. 163–164: 56–69.

E. Meyer-Peter, R. Muller. 1948. Formulas for Bed Load Transport. In: Proc. Second Meeting Int. Assoc. Hydraul. Res. Stockholm, Sweden. 39–64.

J. M. Nelson, J. D. Smith. 1989. Evolution and Stability of Erodible Channel Beds. In: Ikeda, S., Parker, G. (Eds.), River Meandering, Water Resources Monograph Series, vol. 12. American Geophysical Union, Washington, D.C.

Istanbulluoglu, E., Tarboton, D. G., Pack, R. T., Luce, C. 2003. A Sediment Transport Model for Incising Gullies on Steep Topography. Water Resour. Res. 39(4): 1103.

M. L. Chu-Agor, G. A. Fox, R. M. Cancienne, G. V. Wilson. 2008. Seepage Caused Tension Failures and Erosion Undercutting of Hillslopes. J. Hydrol. 359: 247–259.

K. Yuhora, S. Ryoji, M. Kuniyasu. 2009. Bank Erosion along the Rajang River and Its Social Impacts, Geographical Studies. 84: 23–35.

J. M. Nelson, J. D. Smith. 1989. Evolution and Stability of Erodible Channel Beds. In: Ikeda, S., Parker, G. (Eds.). River Meandering, Water Resources Monograph Series, vol. 12. American Geophysical Union, Washington, D.C.

E. Istanbulluoglu, D. G.Tarboton, R. T. Pack, C. Luce. 2003. A Sediment Transport Model for Incising Gullies on Steep Topography. Water Resour. Res. 39(4): 1103.

M. L. Chu-Agor, G. A. Fox, R. M. Cancienne, G.V. Wilson. 2008. Seepage Caused Tension Failures and Erosion Undercutting of Hillslopes. J. Hydrol. 359: 247–259.

N. Lindow, G. A. Fox, R. O. Evans. 2009. Seepage Erosion in Layered Stream Bank Material. Earth Surf. Processes Landf. 34: 1693–1701.

M. P. Abdul Ghani, P. A. Wilson. 2009. Experimental Analysis of Catamaran Forms with Bulbousbows Operating in Shallow Water. International Shipbuilding Progress. 56: 29–57.

Downloads

Published

2014-07-15

How to Cite

Ship Navigation Effect on Sedimentation in Restricted Waterways. (2014). Jurnal Teknologi (Sciences & Engineering), 69(7). https://doi.org/10.11113/jt.v69.3279