1D Culverts: Difference between revisions
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=Introduction=
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*Advice on SX connections & number of cells to connect to 2D domain – implications
*Flow regimes – theory behind each.
*How to check for the flow regime – link to check file
*How do we sub divide logic rules (operational culverts)*
*Losses – fixed, Englehund, automatic manholes etc.
*Provide some justification on the ‘default’ height/width, entry/exit losses.
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