3Norrbin N H. Bank effect on a ship moving through a short dredged ehannel[C]//10th Symposium on Na- val Hydrodynamies, Cambridge, MA, USA, 1974, 71-87.
4Duffy J T. The effect of channel geometry on ship operation in a port[C]//30th PIANC-AIPCN Con- gress, Sydney, September 2002.
5Li D Q, Leer-Andersen M, Ottosson P, Tragardh P. Experimental investigation of bank effects under ex- treme conditions EC3//PRADS " 2001, Shanghai, 2001.
6Vantorre M, Delefortrie G. Experimental investiga- tion of ship-bank interaction forces[C]//MARSIM 03, Kanazawa, Japan, 2003.
7Dand I W. Some measurements of interaction induced by surface-piercing and flooded banks[R]. National Maritime Institute Report, Rl10, 1981.
8Renilson M R, Munro A. The effect of slope and an- gle on bank interactlon[J].The Naval Architect, 1989(3) :Elll-Ell2.
10Ch'ng P W,Doctors L J,Renilson M R. A method of calculating the ship-bank interaction forces and moments in restricted water[J]. International Ship- building Progress, 1993,40(421) : 7-2a.