User Forum of Software BASEMENT
| BASEMENTBasic Simulation Environment for computation of environmental flow and natural hazard simulationLaboratory of Hydraulics, Hydrology and Glaciology (VAW)ETH Zurich |  |
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#1 2018-01-22 21:03:37
- Gonne
- User
- Registered: 2015-11-20
- Posts: 15
Head losses
Hi,
I'm trying to model a bridge as a local constriction with his piers.
I observed that in the bridge section occurs a significative head loss in order of 1 meter.
My question is how BASEMENT in able to estimate this head loss even if it doesn't seem to have no criterium to estimate this local head loss.
With others hydraulic model the head loss is nearly zero, but why in BASEMENT is so high?
Thank you
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