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Extra info for Design of Breakwaters
Ve are going to try Design of breakwaters. Thomas Telford Limited, London, 1988. 27 DESIGN OF BREAKWATERS to evaluate the resistance, so that the wave force can be calibrated. 6. The removal of a certain unit can be considered as a particular case of an erosion problem in rivers or channels. 7. The resistance to erosion can be expressed by the critical drag stress, T , which can be evaluated by Lane Equation, 1952 (see ref. C13): TM,
Study Statens of wave Teknisk forces on Videnska- Research C o u n c i l ) . The sup PAPER 2: JENSEN A N D JUHL REFERENCES 1. S a n d s t r S m , A a k e , 1 9 7 4 . V a g k r a f t e r p a b l o c k i v a g b r y t a r s l a n t e r (Wave F o r c e s o n B l o c k s o f R u b b l e M o u n d B r e a k w a t e r s ) , in S w e d i s h w i t h s u m m a r y in E n g l i s h . H y d r a u l i c L a b o r a t o r y , R o y a l Ins. , Stockholm, Bulletin N o . 83. 2. Jensen, 0. Juul. A monograph on Rubble Mound Breakwater.
Mass forces can be evaluated by: dU(t) Fm(t) = Cm(t) p V (7) dt in which Cm(t) is a non-dimensional mass coefficient, function of the Reynolds number of the flow, Re, of the flow frequency and the shape of the unit. V is the volume of the unit. dU