2019
DOI: 10.3133/sir20195094
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Development of regression equations for the estimation of flood flows at ungaged streams in Pennsylvania

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Cited by 5 publications
(42 citation statements)
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“…As FEMA Region 3 periodically assesses the modernity and accuracy of FISs across Pennsylvania, the USGS is periodically analyzing its long-term records (10 to 100 or more years) of streamflow at gaging stations. This was most recently done in 2019 for Pennsylvania (Roland and Stuckey, 2019) using streamflow records through 2015 where flood-flow estimates of various frequencies were computed for 356 streamflow gaging stations not subject to substantial flow regulation, diversion, or mining activity (fig. 1).…”
Section: Purpose and Scopementioning
confidence: 99%
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“…As FEMA Region 3 periodically assesses the modernity and accuracy of FISs across Pennsylvania, the USGS is periodically analyzing its long-term records (10 to 100 or more years) of streamflow at gaging stations. This was most recently done in 2019 for Pennsylvania (Roland and Stuckey, 2019) using streamflow records through 2015 where flood-flow estimates of various frequencies were computed for 356 streamflow gaging stations not subject to substantial flow regulation, diversion, or mining activity (fig. 1).…”
Section: Purpose and Scopementioning
confidence: 99%
“…Beyond assessing flood risk to communities, information regarding the magnitude and frequency of floods is critical to floodplain managers and engineers for designing and building bridges, culverts, and other structures near streams and rivers. In 2019, the USGS, in cooperation with FEMA and the Pennsylvania Department of Transportation (PennDOT) developed updated regression equations to estimate flood flows associated with various annual exceedance probabilities (AEPs) for ungaged streams in Pennsylvania not subject to substantial regulation, diversion, or mining activity (Roland and Stuckey, 2019).…”
Section: Introductionmentioning
confidence: 99%
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“…Although maintaining the moments-based approach of the Bulletin 17B procedures, the method outlined in Bulletin 17C introduces the expected moments algorithm (EMA) (Cohn and others, 1997;Roland and Stuckey, 2019), an improved method-of-moments approach for fitting the LPIII distribution to the flood peaks that was used for this study. Application of this new method can accommodate interval estimates of peak flow, censored estimates of peak flow, and multiple thresholds of observation.…”
Section: Estimation Of Flood Magnitude and Frequency At Streamgagesmentioning
confidence: 99%