Water hammer or flow transients occur due to a sudden variation (over time) in flow
properties that can lead to pipe system failure or damage. In addition, research on wave …

This work presents a quasi-two-dimensional unsteady friction model, with the longitudinal
coordinate considered as an independent variable and the radial coordinate embedded in …

The water jet trenching technique is widely used in the burial of submarine pipelines.
However, its application in cohesive soils often leads to complexity in trench morphology …

A two-dimensional model of distributed vaporous cavitation is developed for transient flow in
a low-density polyethylene pipeline. In this model, the governing equations of transient flow …

Although derived from the principles of conservation of mass and momentum, the water-
hammer equations integrating dynamic friction are almost never expressed in conservative …

The equation of continuity describing the two-phase bubble flow was modified to take into
account the influence of the viscoelasticity of the pipe walls. The modified equation of …

A new simplified approach for modeling and simulating pressure transients resulting from
the rapid acceleration or deceleration of turbulent flow in smooth-walled fluid lines is …

Hydraulic machinery and various pipeline systems will commonly be infiltrated by many
aquatic creatures, and the aquatic community causes important impacts on the flow field …

Understanding the dynamics of bubble growth and collapse during gas–liquid two-phase
transient flow is crucial for minimizing pipeline wear and maintaining the normal operation of …

Background: When transporting liquids, in particularly over long distances, dynamic forces in
the system can present a risk. The larger the system size, and the greater the pressure, the …