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Diference betwen cross section report and triangle volumes

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Hi, i've been working in a road design, when I review the volumes using cross section reports saw a diference in these values against triangles volumes values.

Can you tell me how works cross sections report to generate the volumes ?  I generate section each 10 m in cross section and comparate with 50 m sections and the result are very similar (0.5% on deference).

I nnderstand that Triangle Volumes is the best method to volumes, is cross section a good method ?


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