TUFLOW 1D Channels and Hydraulic Structures: Difference between revisions
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# Net flow area should account for the effect of screen bars and any debris blockage.
# Values of ''K_t'', ''K_t*'', ''C_d'', ''A_r'', and ''K_exit'' should be obtained from the relevant QUDM equations and tables.
# ''RF'' = rectangular culvert with fixed losses. The F flag ensures specified inlet and outlet losses are applied without default adjustments (see Table 5.2 in the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]).</u>
# Attribute set to 0 (or 0.001 if a value of 0.0 sets this to the default value). <br><br>
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