In the shadow of the dam – Hydrology of the Little Conemaugh river and its South Fork, with insights about past and future flooding. Issue 9 (September 2022)

• Record Type: Journal Article
• Authors: Coughenour, C.L.; Coleman, N.M.; Taylor, A.L.
• Is Part Of: Heliyon. Volume 8:Issue 9(2022)
• Publication Date: 2022-09
• Subjects: Floods -- Stream gage -- Watershed -- Runoff -- Appalachian hydrology -- Unit hydrograph -- Stage iv data -- Johnstown flood; Research -- Periodicals; Medical sciences -- Periodicals; Natural history -- Periodicals; Social sciences -- Periodicals; Earth sciences -- Periodicals; Physical sciences -- Periodicals; 507.2
• DOI: 10.1016/j.heliyon.2022.e10679
• Languages: English
• ISSNs: 2405-8440

Abstract

Abstract: The Little Conemaugh River watershed and its South Fork sub-basin figure prominently in historical flooding of Johnstown, Pennsylvania and nearby communities with catastrophic flooding in 1889, 1936, and 1977 (reviewed herein). Historical stream gage data and data from a new gage on the South Fork (established via a novel, portable cableway system) are used with Nexrad rainfall data to assess watershed response and provide novel analysis of flood hydrology in the Little Conemaugh basin and the sub-basin. Using unit hydrograph estimates for longer duration storms (>8 h) and different baseflow conditions, we probe possible effects of several design storms, including those stemming from a hurricane remnant scenario (Agnes in 1972) and 50-, 100-, and 500-year 12-hour precipitation depths. The unit hydrographs provided peak discharge (Qpeak ) estimates for 1977 (the only flood event with available hourly rainfall data) that are in good agreement with empirical peak discharges. Significant channel improvements completed in 1943 were designed to carry the largest known natural flow on record at that time (1936 Qpeak ). Preliminary results from design storm scenarios indicate the need for a careful evaluation of extreme discharges and their return periods (including snowmelt-related contributions), as future flood levels in Johnstown may occur more frequently than originally thought. The 1977 flood, which triggered 7 dam failures and eclipsed 1936 Qpeak, resulted from less than 40% the estimated probable maximum precipitation (PMP) for a 12-hour storm. Peak discharges of similar magnitude would have ensued in 1972 had remnants of Hurricane Agnes tracked slightly westward. Flooding and infrastructure problems could be compounded for storms of 24-hour or longer durations, similar to record flooding seen in central Pennsylvania and New York in 1972. Flood recurrence, emergency procedures, and dam safety (particularly, spillway capacity in the Little Conemaugh basin and surrounding region) should likely be reassessed and protective early-warning measures (ineffective in 1977) implemented for the people of Johnstown. Abstract : Floods; Stream gage; Watershed; Runoff; Appalachian hydrology; Unit hydrograph; Stage iv data; Johnstown flood.