The flow of a fluid in a pipe which is suddenly blocked exhibits a broad class of interesting fluid dynamical phenomena, including transient turbulent, unsteady boundary-layer separation and vortex generation. Away from the blockage the flow is unidirectional and governed by a simple temporal diffusion equation ([1] and [2]). The flow in this region is linearly unstable, exhibits transient disturbance growth and also transient turbulent events ([1-3]). In the vicinity of the blockage the flow is no longer unidirectional. This paper will describe the flow in this end region from the instant of blockage through to the eventual decay of the flow.Jim Denier and Nathaniel Jewel
In this paper we aim to discuss the propagation characteristics of two types of disturbances over a ...
International audienceThe flow inside a circular pipe is known to support localised patches of turbu...
The present thesis is an experimental study of some aspects of unsteady two dimensional boundary lay...
This paper considers the decay of Poiseuille flow within a suddenly blocked pipe. For small to moder...
This paper considers the decay of Poiseuille flow within a suddenly blocked pipe. For small to moder...
We consider the decay to rest of initially laminar flow within the end region of a suddenly blocked ...
A two-tank flow facility has been designed and tested for the study of sudden blockage in pipe flow....
Pressure-driven viscous flow through a rigid curved pipe of uniform circular cross-section which is ...
This paper describes the study of instability in a transient pipe flow of decaying nature, consideri...
The stability of developing entry flow in both two-dimensional channels and circular pipes is invest...
Steady linear three-dimensional disturbances are investigated in a two-dimensional laminar boundary ...
Boundary layers are subject to favorable and adverse pressure gradients because of both the temporal...
This thesis presents two problems in the field of fluid mechanics. Both problems concern the flow of...
For high enough values of the Reynolds number (Re ≥ 1750), two attracting states coexist in pipe flo...
Frequent pipe filling in intermittent and other pipe systems may result in extreme transient flow co...
In this paper we aim to discuss the propagation characteristics of two types of disturbances over a ...
International audienceThe flow inside a circular pipe is known to support localised patches of turbu...
The present thesis is an experimental study of some aspects of unsteady two dimensional boundary lay...
This paper considers the decay of Poiseuille flow within a suddenly blocked pipe. For small to moder...
This paper considers the decay of Poiseuille flow within a suddenly blocked pipe. For small to moder...
We consider the decay to rest of initially laminar flow within the end region of a suddenly blocked ...
A two-tank flow facility has been designed and tested for the study of sudden blockage in pipe flow....
Pressure-driven viscous flow through a rigid curved pipe of uniform circular cross-section which is ...
This paper describes the study of instability in a transient pipe flow of decaying nature, consideri...
The stability of developing entry flow in both two-dimensional channels and circular pipes is invest...
Steady linear three-dimensional disturbances are investigated in a two-dimensional laminar boundary ...
Boundary layers are subject to favorable and adverse pressure gradients because of both the temporal...
This thesis presents two problems in the field of fluid mechanics. Both problems concern the flow of...
For high enough values of the Reynolds number (Re ≥ 1750), two attracting states coexist in pipe flo...
Frequent pipe filling in intermittent and other pipe systems may result in extreme transient flow co...
In this paper we aim to discuss the propagation characteristics of two types of disturbances over a ...
International audienceThe flow inside a circular pipe is known to support localised patches of turbu...
The present thesis is an experimental study of some aspects of unsteady two dimensional boundary lay...