Maughan, T. A., Hotchkiss, R. H., & Hales, R. (2025). Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods (Report No. FY24(033)). Nebraska. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/84549
Maughan, Timothy A, Rollin H. Hotchkiss, and Riley Hales. Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods. Report no. FY24(033). Nebraska. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/84549.
Maughan, Timothy A, et al. Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods. Nebraska. Department of Transportation, 2025, Report no. FY24(033), ROSA P. https://rosap.ntl.bts.gov/view/dot/84549.
Most state Department of Transportation roadway design sections predict peak flow for culvert design using, amongst other approaches, Natural Resources Conservation Service (NRCS) TR-20 technology. Even though this technology is more than 50 years old, there are no clear guidelines for how large a single watershed drainage area may be while remaining appropriate for predicting peak discharge with this method. Our objective was to identify the drainage area where TR-20 peak flow predictions significantly deviate from flow frequency predictions.
Maughan, T. A., Hotchkiss, R. H., & Hales, R. (2025). Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods (Report No. FY24(033)). Nebraska. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/84549
Maughan, Timothy A, Rollin H. Hotchkiss, and Riley Hales. Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods. Report no. FY24(033). Nebraska. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/84549.
Maughan, Timothy A, et al. Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods. Nebraska. Department of Transportation, 2025, Report no. FY24(033), ROSA P. https://rosap.ntl.bts.gov/view/dot/84549.
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