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dc.contributor.authorWangjiayi Liu
dc.contributor.authorGuanghua Guan
dc.contributor.authorXin Tian
dc.contributor.authorZijun Cao
dc.contributor.authorXiaonan Chen
dc.contributor.authorLiangsheng Shi
dc.date.accessioned2024-04-27T22:52:24Z
dc.date.available2024-04-27T22:52:24Z
dc.date.issued2024/02/01
dc.identifier.other10.1061-JIDEDH.IRENG-10227.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297715
dc.description.abstractDigital twin (DT) models can mirror irrigation canal systems and monitor the hydrodynamic processes in real-time to help create scheduling schemes. As for the DT model of the open channel, an important parameter that needs to be calibrated is Manning’s roughness coefficient (n). To establish a refined and high-fidelity DT model, the spatial variability of n along the longitudinal direction needs to be considered. Parameter optimization or identification method can estimate the values of n in different longitudinal segments along the canals. However, the existing relevant studies overlook the hydraulic conditions and estimation accuracy in canal segmentation. Therefore, this study proposes a comprehensive segmentation scheme for roughness estimation of irrigation canal systems. Particularly, a practical real-time segmented estimation (SE) framework using the ensemble Kalman filter (EnKF) is proposed and embedded into the DT model calibration. Verified by two canal reaches and two real-world cases, our results show that, compared with the empirical equation, the SE with the EnKF improves the model prediction accuracy by 45%–60%, especially for the canal reach longer than 10 km. This study provides a generic means for DT model calibration of irrigation canals, leading to more refined and precise monitoring and prediction of hydraulic variables.
dc.publisherASCE
dc.titleA Real-Time Refined Roughness Estimation Framework for the Digital Twin Model Calibration of Irrigation Canal Systems
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue1
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/JIDEDH.IRENG-10227
dc.journal.fristpage04023034-1
dc.journal.lastpage04023034-12
dc.page12
dc.treeJournal of Irrigation and Drainage Engineering:;2024:;Volume ( 150 ):;issue: 001
dc.contenttypeFulltext


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