Ignore:
Timestamp:
Feb 13, 2015, 4:58:07 PM (10 years ago)
Author:
davies
Message:

New pumping station function + tests, and a slight update to a bridge validation report

File:
1 edited

Legend:

Unmodified
Added
Removed
  • trunk/anuga_core/validation_tests/behaviour_only/bridge_hecras2/results.tex

    r9672 r9673  
    6161diffusion causes additional drag for overbank flows.
    6262
    63 Several additional factors will contribute to deviations between the models. ANUGA
    64 models cross-channel variations in the water surface elevation, which is
     63Several additional factors will contribute to deviations between the models.
     64ANUGA models cross-channel variations in the water surface elevation, which is
    6565assumed constant in HECRAS. The under-bridge flux in ANUGA is based on the
    6666water elevations in the central channel up-and-down stream of the bridge, thus
    67 the 2D representation will have an effect on the under-bridge flow. The models
     67the 2D representation will have an effect on the under-bridge flow. Further,
     68since the ANUGA model here is fairly coarsely resolved, the flow details near
     69the bridge are noticably affected by the choice of flow algorithm. The models
    6870also flux the momentum under the bridge in different ways. ANUGA's method is to
    6971compute the average momentum in each direction along the upstream bridge
Note: See TracChangeset for help on using the changeset viewer.