管光华, 刘王嘉仪, 陈晓楠, 史良胜. 输水渠系水动力数字孪生模型糙率估计方法[J]. 水科学进展, 2023, 34(6): 901-912. DOI: 10.14042/j.cnki.32.1309.2023.06.008
引用本文: 管光华, 刘王嘉仪, 陈晓楠, 史良胜. 输水渠系水动力数字孪生模型糙率估计方法[J]. 水科学进展, 2023, 34(6): 901-912. DOI: 10.14042/j.cnki.32.1309.2023.06.008
GUAN Guanghua, LIU-WANG jiayi, CHEN Xiaonan, SHI Liangsheng. Roughness estimation methods of hydrodynamic digital twin models for canal systems[J]. Advances in Water Science, 2023, 34(6): 901-912. DOI: 10.14042/j.cnki.32.1309.2023.06.008
Citation: GUAN Guanghua, LIU-WANG jiayi, CHEN Xiaonan, SHI Liangsheng. Roughness estimation methods of hydrodynamic digital twin models for canal systems[J]. Advances in Water Science, 2023, 34(6): 901-912. DOI: 10.14042/j.cnki.32.1309.2023.06.008

输水渠系水动力数字孪生模型糙率估计方法

Roughness estimation methods of hydrodynamic digital twin models for canal systems

  • 摘要: 为提高水动力数字孪生模型校正环节中糙率估计的实时性和精细化, 考虑糙率值在渠道纵向上的空间变异性, 提出基于水力半径变化和估计精度分段估计糙率的思路; 基于渠道分段, 提出独立估计法和联合估计法2种不同估计框架。基于有限的观测水位, 在框架内应用集合卡尔曼滤波算法, 在线估计各渠段的糙率值。结果表明: 相比未分段时, 2种估计方法可提高模型精度20%~50%, 独立估计法误差累积小, 适合复杂渠系; 而联合估计法适用于观测量缺失的简单渠道。研究成果可服务于水动力数字孪生模型的参数估计和变量更新, 为建设数字孪生水网提供参考。

     

    Abstract: A segmented estimation method of roughness based on the variation of hydraulic radius and estimation accuracy is proposed in order to realize the real-time and high-fidelity roughness estimation of hydrodynamic digital twin (DT) models. This method considers the spatial variability of the roughness value in the longitudinal direction of canals. Based on canal segmentation, two different estimation frameworks, the independent estimation method and joint estimation method, are proposed. The ensemble Kalman filter algorithm is applied to estimate the roughness of each canal segment online based on the limited observed water levels. The results show that the two estimation methods can improve the accuracy of the model by 20%—50%. In addition, the independent estimation method is suitable for a complex canal system with a small error accumulation, while the joint estimation method is suitable for simple canals with unavailable observations. The proposed method can be used for parameter estimation and variable updating of hydrodynamic DT models, and provide a reference for the construction of DT water networks.

     

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