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Commercial Solar Carports: BIPV Structural Drainage Purlin Sizing & High-Throughput Runoff Calculations

Published: 2026-10-26 · Updated: 2026-10-29 • 8 min read • Renewable EPC Lead, Spanbest Photovoltaic Division

Hydraulic flow calculations (Manning formula) for extruded aluminum interlocking water-channel purlins, EPDM elastomeric compression seals, and concealed downspout drainage sizing under 100-year storm precipitation intensity.

Commercial Solar Carports: BIPV Structural Drainage Purlin Sizing & High-Throughput Runoff Calculations

1. Hydraulic Capacity Sizing using the Manning Equation

To ensure zero overflow water dripping onto windshields, each longitudinal and lateral aluminum gutter purlin is sized using the **Manning Hydraulic Formula**: $$Q = rac{1}{n} A R_h^{2/3} S^{1/2}$$ Where $A$ is the gutter wet cross-sectional area, $R_h$ is the hydraulic radius, $S$ is the purlin slope (minimum 5° inclination), and $n = 0.009$ is the Manning roughness coefficient for extruded smooth AL6005-T5 aluminum. Champion gutters accommodate rainfall intensities exceeding 250 mm/hour without overflow.

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