Erratum for “Effective Saturated Hydraulic Conductivity of an Infiltration-Based Stormwater Control Measure” by Peter T. Weiss and John S. Gulliver

Abstract

Site Type of SCM n Average ψ (cm) Average Δθ Arithmetic mean Ksat (cm=h) Geometric mean Ksat (cm=h) Best effective Kbest-fit (cm=h) Cottage Grove Bioinfiltration 20 19.5 0.20 18.5 16.0 16.9 Burnsville Bioinfiltration 20 26.0 0.20 13.2 9.6 11.4 UM-St. Paul Bioinfiltration 37 97.1 0.21 2.9 0.9 1.5 UM-Duluth Bioinfiltration 18 36.7 0.17 9.2 1.7 4.3 Infiltration Basin Infiltration basin 33 29.0 0.11 14.1 6.8 8.3 HWY 51 North Swale 18 2.0 0.29 14.5 6.5 10.6 HWY 51 Center Swale 18 11.4 0.25 6.57 2.97 4.07 HWY 51 South Swale 21 40.9 0.23 6.38 1.99 2.27 HWY 47 Swale 21 20.7 0.21 20.6 11.5 14.2 HWY 212 East Swale 21 26.7 0.20 4.65 1.18 1.73 HWY 212 Center Swale 21 32.8 0.20 2.50 0.44 0.78 HWY 212 West Swale 20 1.71 0.18 25.8 8.32 15.5