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This paper aims to evaluate the feasibility of pressure-dependent models in the design of ship piping systems. For this purpose, a complex ship piping system is designed to operate in firefighting and bilge services through jet pumps. The system is solved as pressure-dependent model by the piping system analysis software EPANET and by a mathematical approach involving a piping network model. This results in a functional system that guarantees the recommendable ranges of hydraulic state variables (flow and pressure) and compliance with the rules of ship classification societies. Through this research, the suitability and viability of pressure-dependent models in the simulation of a ship piping system are proven.

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In this work, we study the damping of linear long waves when they are propagating on a thin mud layer, which obeys a viscoelastic behavior, in presence of a marine current; two cases are considered: 1) a current traveling in an opposite way to the wave propagation and b) in the same way to the wave propagation. We obtain an asymptotic solution to the dimensionless governing equations, which allows identifying the competition between the different mechanisms involved to gain insight into the physics by which coastal mud responds to water waves. To determine the shear stresses into the viscoelastic mud, we have used the well-known Maxwell rheological model. At the interface between water and mud, we assume the presence of a small Stokes layer, this condition allows us to consider the continuity of shear stresses and velocities at the interface. The effects of the mud physical parameters as well as the hydrodynamics impact of the water waves on the damping coefficient, fluid velocities, shear stresses and on the free surface elevation are analyzed. The results show that the maximum value of the damping coefficient occurs when the mud thickness is of the same order of magnitude as the small Stokes layer and increasing the magnitude of a current traveling in an opposite way to the wave propagation, the damping coefficient increases in comparison when both propagation motions are in the same direction. The asymptotic solution is compared with solutions reported in the specialized literature and the results adjust properly.