Increases in the integrated application of smart sensing and control
technologies enable urban drainage engineers to retrofit stormwater
storage facilities with controllers actuating valves and gates to
address flooding and water quality problems across the entire watershed.
This objective becomes increasingly challenging because simultaneously
controlling the spatially distributed storage assets to solve the
stormwater issue at downstream outlet sites does not necessarily
alleviate overflow at upstream storage ponds. To that end, this study
presents a system-level real-time control simulation for assessing the
performance of controllers in the trade-off between flooding mitigation
at downstream outlets and water quality improvements at the upstream
storage units like the detention pond. Using a benchmarked urban
stormwater drainage model located in the southeast of Michigan, USA,
with watershed-scale flooding and water quality challenges, we
investigated the temporal changes in water depth, flow, and total
suspended solids under different real-time control strategies, including
one individual control operated only at the most downstream outlet site
and two system-level controls operated at all storage detention sites.
Modeling results show that the system-level control reduces peak water
depth, shortens flooding duration, and removes pollutant load, by up to
7.3%, 34%, and 65%, respectively. However, system-level control does
not always perform better than the individual control strategy,
especially in addressing flooding duration in the most downstream
outlet. This modeling work advances real-time control understanding for
building adaptive stormwater management solution against water quantity
and quality issues.