2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report

Project filename: Swale Sizing Calcs.stx Channel Report Studio Express by Hydrology Studio v 1.0.0.20 10-22-2025 Swale 1 10-YR (1%) Channel 1 TRAPEZOIDAL DISCHARGE Bottom Width = 2.00 ft Method = Known Q Side Slope Left, z:1 = 3.00 Known Q = 7.97 cfs Side Slope Right, z:1 = 3.00 Total Depth = 2.00 ft Invert Elevation = 1.00 ft Channel Slope = 1.000 % Manning's n = 0.030 CALCULATION SAMPLE Flow Depth Area Velocity WP n-value Crit Depth HGL EGL Max Shear Top Width (cfs) (ft) (sqft) (ft/s) (ft) (ft) (ft) (ft) (lb/sqft) (ft) 7.97 0.69 2.81 2.84 6.36 0.030 0.59 1.69 1.82 0.43 6.14