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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 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 the variation in channel slope. In multiple drainage line calculations (collective drainage), it is possible to perform uniform and non-uniform flow calculations considering branch drainage lines flowing into the main drainage line, as well as to create drainage line diagrams and edit layout diagrams.

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