What This Solves
Calculates flow in compound channels with a main channel and one or two floodplain sections using the divided channel method.
Best Used When
- You are analyzing a natural stream with distinct main channel and overbank floodplain areas
- You need to calculate the total conveyance and velocity distribution in a compound cross-section
- You want to determine when flow begins to overtop the main channel banks into the floodplain
Do NOT Use When
- The channel has a simple cross-section without floodplains — Use Manning's Channel Calculator
- You need to compute the full water surface profile through a varying reach — Use Gradually Varied Flow Calculator
Key Assumptions
- The divided channel method (Chow) is used with separate conveyance calculations for each subsection
- Each subsection has its own roughness coefficient and geometry
- Shear stress at the interface between subsections is neglected
- The channel is prismatic along the reach being analyzed
- Water surface elevation is the same across all subsections at a given cross-section
Input Quality Notes
Roughness values for floodplain areas are highly variable and depend on vegetation, debris, and land use. Field reconnaissance is essential for selecting appropriate n values for overbank areas.
Division Method Reference
| Method | Description | Best Used For |
|---|---|---|
| Vertical | Vertical lines from water surface to channel bottom | Most common; main channel with floodplains |
| Horizontal | Horizontal line at bankfull elevation | Well-defined banks with distinct floodplain |
| Bisector | Bisector of angle between water surface and slope | Channels with gradual bank transitions |
Ready to Calculate
Enter subsection parameters and click Calculate to analyze compound channel flow.
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Last verified: February 2026