TY - JOUR
T1 - Investigating model performance and parameter sensitivity for runoff simulation across multiple events for a large green roof
AU - Worthen, Lucie
AU - Kelleher, Christa
AU - Davidson, Cliff
N1 - Funding Information:
This work was supported by the National Science Foundation under Grant No. DGE-1449617 and Grant No. SBE-1444755, Onondaga County and the Save the Rain Program, and Jacobs Engineering. Any opinions, findings, and conclusions or recommendations expressed in this article are those of the authors and do not necessarily reflect the views of the National Science Foundation, Onondaga County, Jacobs and CHI. The authors thank Han Pham, Chris Denny, Charles Campbell and Archie Wixson of the Onondaga County Department of Facilities and the Onondaga County Department of Water Environment Protection which funded the construction of the green roof under the Save-the-Rain Program. The manuscript was kindly reviewed by Zachary Monge of Jacobs Engineering.
Funding Information:
This work was supported by the National Science Foundation under Grant No. DGE‐1449617 and Grant No. SBE‐1444755, Onondaga County and the Save the Rain Program, and Jacobs Engineering. Any opinions, findings, and conclusions or recommendations expressed in this article are those of the authors and do not necessarily reflect the views of the National Science Foundation, Onondaga County, Jacobs and CHI. The authors thank Han Pham, Chris Denny, Charles Campbell and Archie Wixson of the Onondaga County Department of Facilities and the Onondaga County Department of Water Environment Protection which funded the construction of the green roof under the Save‐the‐Rain Program. The manuscript was kindly reviewed by Zachary Monge of Jacobs Engineering.
Publisher Copyright:
© 2021 John Wiley & Sons Ltd.
PY - 2021/10
Y1 - 2021/10
N2 - Green roofs are a form of green infrastructure aimed at retaining or slowing the movement of precipitation as stormwater runoff to sewer systems. To determine total runoff versus retention from green roofs, researchers and practitioners alike employ hydrologic models that are calibrated to one or more observed events. However, questions still remain regarding how event size may impact parameter sensitivity, how best to constrain initial soil moisture (ISM), and whether limited observations (i.e., a single event) can be used within a calibration-validation framework. We explored these questions by applying the storm water management model to simulate a large green roof located in Syracuse, NY. We found that model performance was very high (e.g., Nash Sutcliffe efficiency index > 0.8 and Kling-Gupta efficiency index > 0.8) for many events. We initially compared model performance across two parameterizations of ISM. For some events, we found similar performance when ISM was varied versus set to zero; for others, varying ISM yielded higher performance as well as greater water balance closure. Within a calibration-validation framework, we found that calibrating to larger events tended to produce moderate to high performance for other non-calibration events. However, very small storms were notoriously difficult to simulate, regardless of calibration event size, as these events are likely fully retained on the roof. Using regional sensitivity analysis, we confirmed that only a subset of model parameters was sensitive across 16 events. Interestingly, many parameters were sensitive regardless of event size, though some parameters were more sensitive when simulating smaller events. This emphasizes that storm size likely influences parameter sensitivity. Overall, we show that while calibrating to a single event can achieve high performance, exploring simulations across multiple events can yield important insight regarding the hydrologic performance of green roofs that can be used to guide the gathering of in situ properties and observations for refining model frameworks.
AB - Green roofs are a form of green infrastructure aimed at retaining or slowing the movement of precipitation as stormwater runoff to sewer systems. To determine total runoff versus retention from green roofs, researchers and practitioners alike employ hydrologic models that are calibrated to one or more observed events. However, questions still remain regarding how event size may impact parameter sensitivity, how best to constrain initial soil moisture (ISM), and whether limited observations (i.e., a single event) can be used within a calibration-validation framework. We explored these questions by applying the storm water management model to simulate a large green roof located in Syracuse, NY. We found that model performance was very high (e.g., Nash Sutcliffe efficiency index > 0.8 and Kling-Gupta efficiency index > 0.8) for many events. We initially compared model performance across two parameterizations of ISM. For some events, we found similar performance when ISM was varied versus set to zero; for others, varying ISM yielded higher performance as well as greater water balance closure. Within a calibration-validation framework, we found that calibrating to larger events tended to produce moderate to high performance for other non-calibration events. However, very small storms were notoriously difficult to simulate, regardless of calibration event size, as these events are likely fully retained on the roof. Using regional sensitivity analysis, we confirmed that only a subset of model parameters was sensitive across 16 events. Interestingly, many parameters were sensitive regardless of event size, though some parameters were more sensitive when simulating smaller events. This emphasizes that storm size likely influences parameter sensitivity. Overall, we show that while calibrating to a single event can achieve high performance, exploring simulations across multiple events can yield important insight regarding the hydrologic performance of green roofs that can be used to guide the gathering of in situ properties and observations for refining model frameworks.
KW - SWMM
KW - green infrastructure
KW - green roof
KW - hydrological modelling
KW - objective function
KW - parameter uncertainty
KW - regional sensitivity analysis
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U2 - 10.1002/hyp.14387
DO - 10.1002/hyp.14387
M3 - Article
AN - SCOPUS:85117926300
SN - 0885-6087
VL - 35
JO - Hydrological Processes
JF - Hydrological Processes
IS - 10
M1 - e14387
ER -