2022
DOI: 10.1016/j.jhydrol.2021.127237
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Event-based analysis of wetland hydrologic response in the Prairie Pothole Region

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Cited by 6 publications
(15 citation statements)
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“…For each rainfall event, streamflow metrics were calculated to characterize the hydrograph response for each catchment. The streamflow variables include (1) runoff coefficient (unitless) calculated as total runoff divided by rainfall depth for each event; (2) peak flow (mm/h); (3) discharge increase (Δ mm/h) calculated as the difference between peak flow and discharge at the start of the event and (4) lag time (hours) as the time difference between the peak rainfall and peak flow (Beven, 2011; Haque et al, 2022) (Figure 2, Table 2).…”
Section: Methodsmentioning
confidence: 99%
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“…For each rainfall event, streamflow metrics were calculated to characterize the hydrograph response for each catchment. The streamflow variables include (1) runoff coefficient (unitless) calculated as total runoff divided by rainfall depth for each event; (2) peak flow (mm/h); (3) discharge increase (Δ mm/h) calculated as the difference between peak flow and discharge at the start of the event and (4) lag time (hours) as the time difference between the peak rainfall and peak flow (Beven, 2011; Haque et al, 2022) (Figure 2, Table 2).…”
Section: Methodsmentioning
confidence: 99%
“…(2) peak flow (mm/h); (3) discharge increase (Δ mm/h) calculated as the difference between peak flow and discharge at the start of the event and (4) lag time (hours) as the time difference between the peak rainfall and peak flow (Beven, 2011;Haque et al, 2022) (Figure 2, Table 2).…”
Section: Runoff-event Metrics Analysismentioning
confidence: 99%
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