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. 2009 Apr;45(2):512–533. doi: 10.1111/j.1752-1688.2009.00306.x

TABLE 2.

Description of the 15 Hydrologic Metrics Used in This Study.

Component Metric Name Definition Expected Response to Urbanization Units Reference
Low Flow Pulse Occurrence of daily average flows that are equal to or less than a threshold set at 50% of the long-term daily average flow rate Summer low flows are more frequently interrupted by higher storm flows

Frequency Low pulse count Number of times each calendar year that discrete low flow pulses occurred Increase Count Richter et al. (1996, 1997, 1998)
Duration Low Pulse Duration Annual average duration of low flow pulses during a calendar year Decrease Days Richter et al. (1996, 1997, 1998)
Duration Low Pulse Range Range in days between the start of the first low flow pulse and the end of the last low flow pulse during a calendar year Decrease Days This study

High Flow Pulse Occurrence of daily average flows that are equal to or greater than a threshold set at twice (two times) the long-term daily average flow rate High flow pulses occur more frequently and although flow magnitudes are higher, high pulse durations are shorter
Frequency High Pulse Count Number of days each water year that discrete high flow pulses occur Increase Count Richter et al. (1996, 1997, 1998)
Duration High Pulse Duration Annual average duration of high flow pulses during a water year Decrease Days Richter et al. (1996, 1997, 1998)
Duration High Pulse Range Range in days between the start of the first high flow pulse and the end of the last high flow pulse during a water year Increase Days This study

Various

Rate of Change Fall Rate The average rate of fall of all falling portions of the daily hydrograph during a calendar year Increase m3/s per day Richter et al. (1996, 1997, 1998)
Rate of Change Rise Rate The average rate of rise of all rising portions of the daily hydrograph during a calendar year Increase m3/s per day Richter et al. (1996, 1997, 1998)
Frequency Fall Count The number of days of declining daily average flows during a calendar year. A decline in flow is counted only when the rate of change is greater than −10% Increase Count Richter et al. (1996, 1997)
Frequency Rise Count The number of days of increasing daily average flows during a calendar year. An increase in flow is counted only when the rate of change is greater than 10% Increase Count Richter et al. (1996, 1997)
Frequency Flow Reversals The number of times that the flow rate changed from an increase to a decrease or vise versa during a water year. Flow changes of less than 2% are not considered Increase Count Richter et al. (1998)
Flashiness TQmean The fraction of time during a water year that the daily average flow rate is greater than the annual average flow rate of that year Decrease Fraction of year Konrad and Booth (2002), Konrad (2000)
Flashiness R-B Index Richards-Baker Flashiness Index – A dimensionless index of flow oscillations relative to total flow based on daily average discharge measured during a water year Increase Unitless Baker et al. (2004)
Magnitude Seven-day minimum Centered seven-day moving average annual (calendar year) minimum flow Decrease m3/s Richter et al. (1996, 1997, 1998)
Timing Date of annual minimum Julian day of the date of the minimum daily average flow during a calendar year Earlier Julian date Clausen and Biggs (2000); Richter et al. (1996, 1997, 1998)

Note: All metrics based on daily average flow.