|
[Sponsors] |
How to implement a rigid lid aproximation for a 2d flow? |
|
LinkBack | Thread Tools | Search this Thread | Display Modes |
August 1, 2018, 14:40 |
How to implement a rigid lid aproximation for a 2d flow?
|
#1 |
New Member
Join Date: Jun 2017
Posts: 24
Rep Power: 9 |
I'm using a FV code to solve the shallow water equations. For certain test case, the theoretical solution was developed using a "rigid lid assumption".
However, I'm not sure on how to implement this assumtion for the SWE. Does the rigid lid assumption mean that the water surface does not change, I mean, at any time, regardless of the velocity field, the water depth will be the same? If so, is it correct to implement the solver and just at the end simply not update the water depth and only update the momentum quantity? or should I do some change in the equations in order to implement the rigid lid assumption? |
|
Tags |
finite volume method, shallow flows, shallow water equations, two dimensional model |
|
|
Similar Threads | ||||
Thread | Thread Starter | Forum | Replies | Last Post |
About Some Concepts:Laminar flow, turbulent flow, steady flow and time-dependent flow | Jing | Main CFD Forum | 8 | October 5, 2018 18:02 |
Lack of Recirculation for Lid Driven Cavity Flow | klw | Main CFD Forum | 8 | May 21, 2011 05:57 |
Can 'shock waves' occur in viscous fluid flows? | diaw | Main CFD Forum | 104 | February 16, 2006 06:44 |
Question on 3D potential flow | Adrin Gharakhani | Main CFD Forum | 13 | June 21, 1999 06:18 |
computation about flow around a yawed cone | Tylor Xie | Main CFD Forum | 0 | June 9, 1999 08:33 |