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Hydraulic calculation system (uniform and non-uniform flow; collection and drainage)

It is possible to calculate uniform and non-uniform flow in waterways, rivers, etc. Additionally, it is also possible to calculate the collection and drainage of multiple routes connected to a main waterway.

Hydraulic calculations for uniform and non-uniform flow in single and multiple drainage lines (collective drainage) are analyzed using the Manning formula, the Chezy formula, and Bernoulli's theorem. The cross-sectional shapes can accommodate not only standard cross-sectional shapes but also "multiple cross-section rivers" and "arbitrary-shaped river cross-sections." In uniform flow calculations, batch calculations can be performed by specifying the range of channel width and changes in channel slope. In multiple drainage line calculations, uniform and non-uniform flow calculations can be conducted considering branch drainage lines flowing into the main drainage channel, and it is also possible to create drainage channel diagrams and edit layout diagrams.