- **Main CFD Forum**
(*http://www.cfd-online.com/Forums/main/*)

- - **Applicability of Euler Eqn Code to 2D open channel problems**
(*http://www.cfd-online.com/Forums/main/114202-applicability-euler-eqn-code-2d-open-channel-problems.html*)

Applicability of Euler Eqn Code to 2D open channel problemsHello,
I'm wondering anyone can describe the limitations of two-dimensional Incompressible (Low Mach No.) Euler Equation codes to modeling real world open channel hydraulics problems. I recall potential flow and similar simplifications were appropriate if the fluid was accelerating for example. However, I'm looking to model piers and other obstacles in the flow (from plan view). I do not need to model the water surface only the general flow field. Any thoughts, advice? Thanks! |

All times are GMT -4. The time now is 20:11. |