Opened 17 years ago
Last modified 13 years ago
#278 closed enhancement
Implement Inflow Boundary Condition — at Initial Version
Reported by: | ole | Owned by: | ole |
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Priority: | normal | Milestone: | |
Component: | Functionality and features | Version: | |
Severity: | normal | Keywords: | |
Cc: |
Description
Create boundary object that can apply a hydrograph to a boundary segment. The units are m3/s and it should be time varying.
The challenge is to estimate the depth along the boundary segment based on Manning's formula and the slope into the domain.
Q = V*A V = R^{2/3} * S^{1/2}/n Where Q is the inflow [m^3/s] A is the area of the boundary cross section V is the estimated velocity R is the perimeter width ~ estimated depth S is the slope of the energy line ~ inward bedslope
the estimated quantities may be the result of an iterative process. Please comment on this everyone.
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