This paper presents a numerical solution for the transient motion of m
arine cables being towed from a cable ship which is changing speed. Th
e cable ship is assumed to move rectilinearly, hence the cable configu
ration is two-dimensional, The solution methodology consists of dividi
ng the cable into n straight elements with equilibrium relationships a
nd geometric compatibility equations satisfied in each element. A syst
em of n non-linear ordinary differential equations is derived from thi
s and then solved by fourth- and fifth-order Runge-Kutta formulations
with the dynamic axial tension calculated iteratively because it is it
self dependent on the solution. Results are presented for the cable-to
p tension and element angles as functions of time and for transient ca
ble geometries when the towing velocity is linearly or parabolically i
ncreased (or decreased). It is shown that the results from this analys
is compare reasonably well with full-scale experimental data from Hopl
and (Proc. Int. Wire and Cable Symp., 1993, pp. 734-39).