I missed recent discussions regarding the future of Cleaner Controlled Stormwater. However, I thought I would update some of the flow flashiness analyses I’ve presented previously. The analysis focused on 36 long-term (2002-2024) flow gauging locations distributed throughout King County.
Based on the daily mean flow records, I calculated annual High Pulse Count (HPC; number of flow pulses greater than twice the mean flow), Richards-Baker Index (RBI; flow pathlength divided by total discharge), and TQmean (proportion of time flow is greater than the mean flow). I then conducted non-parametric Mann-Kendall trend tests and calculated the likelihood of the trend using Bayesian credible intervals after McBride (2019).
The results of this analysis are presented in the graph below that summarizes the number of stations that are trending towards greater flashiness (degrading), less flashiness (improving), or uncertain (not clearly improving or degrading). From this analysis it appears that flow flashiness as measured by RBI and TQmean are generally improving, while flashiness as measured by HPC is a mix with mostly uncertain trend direction and more stations degrading rather than improving.
code to load, process, and plot the hydrologic metric trend summary plot