Аннотация:
The case of occurrence of hydraulic impact in a pipe is considered at influence of the
allocated non-stationary loading as a variable field of mass forces of the any form. For
the description of process the non-stationary allocated one-dimensional model is used.
As the initial data the cable equations are accepted. Any change of an overload is
approximated with the help of step function. The analytical decision is received with
the help of Laplace transformation.
