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HGL profile drop

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kris.vidya
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HGL profile drop

I wanna ask..why my HGL profile drop after junction exit

This is an open channel system and boundary condition is tidal wave (max : 1,06 m)

Dimension upstream channel = downstream channel ( width = 3 m and height = 1,75 m) --> main channel

There's another channel that enter the same junction with smaller dimension than the main channel

Hydrologic model : EPA SWMM

Hydraulic Routing : Hydrodynamicdrop HGL.png

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