TUFLOW 1D Channels and Hydraulic Structures: Difference between revisions
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! style="text-align:center;" | Case
! Location of Screen
!
! Flow Area
! Form_Loss
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! ExitC_or_WSb
|-
| style="text-align:center;" | '''A''' || Upstream of culvert inlet || Zero length RF channel before culvert || Set to net flow area (or use %blockage) || ''K_t*'' || style="text-align:center;" | — || 0.0 (or 0.001)
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| style="text-align:center;" | '''B''' || At culvert inlet || Losses/blockage applied to culvert || Set to net flow area (or use %blockage) || ''K_t'' (if ''K_t'' > ''K_e'') || 0.0 (or 0.001) || style="text-align:center;" | —
|-
| style="text-align:center;" | '''C''' || Clean screen at outlet || Zero length RF channel after culvert || Set to net flow area (or use %blockage) || ''C_d A_r'' (''C_d'' ≈ 1.5 round, 1.9 rectangular) || style="text-align:center;" | — || ''K_exit''
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| style="text-align:center;" | '''D''' || Partially blocked screen at outlet || Zero length RF channel after culvert || Set to net flow area (or use %blockage) || ''K_t*'' || style="text-align:center;" | — || 1.0
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| style="text-align:center;" | '''E''' || Downstream of outlet || Zero length RF channel after culvert || Set to net flow area (or use %blockage) || ''K_t*'' || style="text-align:center;" | — || ''K_exit''
|}
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