MINIMIZING BED SCOUR INDUCED BY SHIP BOW-THRUSTERS BY USING QUAY WALL FLOW DEFLECTOR

Authors

  • Elsayed Mohamed Galal Department of Civil Engineering, Faculty of Engineering, Port Said University, Port Said, Egypt
  • Nezar S. Halabia Department of Civil Engineering, Faculty of Engineering, Port Said University, Port Said, Egypt.
  • Ehab Rashad Tolba Department of Civil Engineering, Faculty of Engineering, Port Said University, Port Said, Egypt.

DOI:

https://doi.org/10.11113/mjce.v31.16115

Keywords:

Quay wall, bow-thruster, bed scour, flow deflector

Abstract

Recently, the combination of larger bow-thrusters installed with vessels have created higher levels of bed scour action affecting the berthing structure and its overall stability. Therefore, the bed near a quay wall structure must have sufficient strength by placing a bed protection which may cause the cost of the project to rise. This research is carried out to investigate experimentally the effect of modifying the geometry of the quay wall surface on minimizing bed scour. This is done by inserting flow deflectors within the longitudinal direction of the wall surface in order to deflect/minimize the water jet affecting the bed near the quay wall. Experimental tests had been carried out for single and triple deflectors. The results showed that the use of flow deflectors achieved a reduction in bed eroded area in front of quay wall face by about 63%, and causes the start point of erosion to move far away from it; this may improve the stability of quay walls. Therefore, the importance of the present study is testing a new possible measure to improve the stability of quay walls by minimizing the scour in front of the wall and to decrease the cost of bottom protection.

References

Albertson, M.L., Y.B. Dai, Jensen, R.A., and R. Hunter. 1950. Diffusion of submerged jets. ASCE Transactions, 2409: 639-664. New York

Bergh H., and K. Cederwall. 1981. Propeller Erosion In Harbours. Hydraulics Laboratory, Royal Institute of Technology, Stockholm, Sweden. Bull. No. TRITA-VBI-107.

Bergh, H., and N. Magnusson. 1987. Propeller Erosion And Protection Methods Used In Ferry Terminals In The Port of Stockholm. PIANC, Bull. 58: 112–120.

Blaauw H.G., and E.J. van de. Kaa. 1978. Erosion of Bottom And Sloping Banks Caused By The Screw Race Of Manoeuvring Ships. Delft Hydraulics Laboratory, Netherlands. WL publication No. 202.

Chait S. (1987). Undermining of Quay Walls At South African Ports Due To The Use Of Bow Thrusters And Other Propeller Units. PIANC, Bull, 58: 107–110.

Fuehrer M., and K. Römisch. 1977. Effects of Modern Ship Traffic On Inland- And Ocean Waterways And Their Structures, PIANC, XXIVth Congress, Section I-3, Leningrad.

Fuehrer M., K. Römisch, and G. Engelke. 1981. Criteria For Dimensioning The Bottom And Slope Protections And For Applying The New Methods Of Protecting Navigation Canals, PIANC, XXVth Congress, Section I, Edinburgh.

Galal E.M., S. Halabia, and E.R. Tolba. 2016. The Effect Of Sea Side Quay Wall Roughness And Inclination On Bed Scour Induced By Ship Bow-Thrusters. Malaysian Journal of Civil Engineering, 28(2): 205-217.

Hamill G.A., H.T. Johnston, and D.P. Stewart. 1999. Propeller Wash Scour Near Quay Walls. Journal of Waterway, Port, Coastal and Ocean Engineering, 125(4): 170-175.

Hamill G.A. 1987. Characteristics of The Screw Wash Of A Manoeuvring Ship And The Resulting Bed Scour. Ph.D. Thesis, Queen’s University of Belfast, United Kingdom.

Hamill, G.A., H.T. Johnston. 1993. The Decay Of Maximum Velocity Within The Initial Stages Of A Propeller Wash. Journal of Hydraulic Research, 31(5): 605-613.

Hashmi H.N. 1993. Erosion of a Granular Bed At A Quay Wall By A Ship's Screw Wash. PhD thesis, Queen's University Belfast, United Kingdom.

Hong J.H., Y.M. Chiew, and N.S. Cheng. 2013. Scour Caused by a Propeller Jet. Journal of Hydraulic Engineering, 139(9): 1003-1012.

Lam W., G.A. Hamil, Y.C. Song, D.J. Robinson, and S. Raghunathan. 2011. A Review of the Equations Used To Predict The Velocity Distribution Within A Ship’s Propeller Jet. Journal of ocean Engineering, 38: 1-10.

Longe J.P., P. Herbert, and R. Byl. 1987. Problemes D’erosion Aux Ouvrages De Quai Existants Causes Per Le Propulseurs D’etrave Et Le Helices Principales De Navires Lors De Leurs Accostages Ou Appareillage. PIANC, Bull. No. 58: 16–43 (in French).

Nielsen B. 2005. Bowthruster Induced Damage, A Physical Model Study On Bow Thruster Induced Flow. MSc Thesis, Delft University of Technology, Delft, Netherlands.

PIANC. 1997. Guidelines for The Design Of Armoured Slopes Under Open Piled Quay Walls, Reports of Working Group 22, Supplement to Bulletin no. 96, Brussels.

PIANC. 2015. Guidelines for Protecting Berthing Structures From Scour Caused By Ships. Report No. 180, Brussels.

Qurrain, R.M.M. 1994. Influence of the Sea Bed Geometry And Berth Geometry On The Hydrodynamics Of The Wash From A Ships Propeller. PhD thesis, Queen's University Belfast, United Kingdom.

Ryan D. 2002. Methods for Determining Propeller Wash Induced Scour In Harbours. PhD thesis, Queen's University Belfast, United Kingdom.

Ryan D., Hamill, G. A., and Johnston, H. T., 2013. Determining propeller Induced Erosion Alongside Quay Walls In Harbours using Artificial Neural Networks. Ocean Engineering, 59: 142-151.

Schmidt E. 1998. Ausbreitungsverhalten und Erosionswirkung eines Bugpropellerstrahls vor einer Kaiwand, Dissertation am Leichtweiss-Institut für Wasserbau der Technischen Universität Braunschweig (in Dutch).

Schokking L.A., P.C. Janssen, and H.J. Verhagen. 2003. Bowthruster induced damage. PIANC, Bull. No.114, 53-63.

Stewart D.P.J. 1992. Characteristics of a Ship's Screw Wash And The Influence Of Quay Wall Proximity. PhD thesis, Queen's University Belfast, United Kingdom.

Sumer B.M., J. Fredsøe. 2002. The Mechanics of Scour in the Marine Environment. World Scientific Publisher, ISBN: 9810249306, 552 pages.

Tolba E., and M. Balah. 2008. Protection of Slopes Under Open Piles Structures Against Propeller Action Using Vertical Filter Screen. COPEDEC VII, Dubai, UAE, Paper No: T-07.

Van Blaaderen E.A. 2006. Modelling bowthruster induced flow near a quay-wall. MSc Thesis, Delft University of Technology, Delft, Netherlands.

Van Doorn R. 2012. Bow Thruster Currents at Open Quay Constructions on Piles. MSc Thesis, Delft University of Technology, Delft, Netherlands.

Verhey H.J. 1983. The Stability Of Bottom And Banks Subjected To The Velocities In The Propeller Jet Behind Ships, 8th International Harbour Congress, Antwerp.

Whitehouse R. 1998. Scour at Marine Structures: A Manual for Practical Applications. Thomas Telford Publisher, ISBN: 0727726552.

Downloads

Published

2019-07-16

Issue

Section

Articles

How to Cite

MINIMIZING BED SCOUR INDUCED BY SHIP BOW-THRUSTERS BY USING QUAY WALL FLOW DEFLECTOR. (2019). Malaysian Journal of Civil Engineering, 31(2). https://doi.org/10.11113/mjce.v31.16115