Long-distance free-surface water-conveyance tunnels require a spatially continuous representation of transient water depth, yet in practice flow is monitored at only a few sections. This study develops a physics-informed neural network (PINN) that reconstructs the transient water-depth field of unsteady free-surface flow in such tunnels from two- or three-point sensors. The one-dimensional Saint-Venant equations, closed with a Darcy–Weisbach steady friction term in hydraulic-radius form, are embedded as a soft constraint in the training loss, so that sparse depth observations are combined with the governing conservation laws to recover the field at unobserved interior and downstream locations. High-resolution finite-volume (FVM) solutions of a 500 m circular tunnel under a flood-rise scenario provide the reference data. The PINN reduces the relative L2 error at unobserved sections to approximately one-quarter of that of an otherwise identical, physics-free ANN (2.50% versus 10.05% at an interior section; 4.77% versus 13.69% at an extrapolation section). Runs repeated with different random seeds confirm statistical stability at zero noise, while revealing that a minority of trainings at 10% noise converge to spurious solutions. Sensor-placement experiments, including layouts anchored at the true domain boundaries (x = 0 and 500 m), show that boundary anchoring—particularly of the upstream boundary—governs both accuracy and noise robustness: boundary-anchored two-sensor layouts remain accurate in most runs under 10–20% observation noise, whereas interior-only layouts degrade sharply. The method is presented as an offline reconstruction tool; its extension to streaming data assimilation is discussed as future work.
Ultra-deep gas wellbores (length-to-diameter ratio > 60 000) lack a computationally efficient and physically consistent one-dimensional flow model that integrates both data-driven learning and conservation-law priors. This paper introduces a deep Euler-moment model leveraging a hybrid Physics-Informed Neural Network ar...
Xing-Yu Li, Hui Zhang, Kun-Hong Lv et al.· The Physics of Fluids· 0 citations
High-resolution (HR) flood inundation mapping is vital for emergency response, yet meter-scale hydrodynamic simulations remain computationally prohibitive over large domains. While deep learning-based super-resolution (SR) offers an efficient alternative, conventional architectures suffer from micro-topographic feature...
Jia-Qing Xiao, Peng-Fei Shi, Zhen-Ya Li et al.· Water Research· 0 citations
This study introduces a deep-learned finite volume method (DFVM) – a hybrid neural-numerical scheme that embeds neural flux modules within a Godunov-type finite volume solution framework (RimNet) for solving the 1D shallow water equations. Acting as a modular surrogate for a classical Riemann solver, RimNet estimates...
Jing-Xiao Wu, Qiu-Hua Liang, Hui-Li Chen et al.· Journal of Hydroinformatics· 0 citations
High-resolution flow fields are essential for resolving wake interaction and pressure-coupled unsteady features in bluff-body flows, yet their acquisition from experiments or high-fidelity simulations remains expensive. In dual-cylinder configurations, the interaction between the cylinders can substantially alter the n...
Zhen Zhang, Yu-Tian Cao, Hao-Han Li et al.· The Physics of Fluids· 0 citations
It is shown that supplying the network with inexpensive input fields derived from low-order ice-flow balances improves this online solver, and suggests that enriching a neural solver's inputs with reduced-order physics can make repeated higher-order solves much cheaper, with no training data and no offline training.
Thomas Gregov, S. Rosier, Brandon D. Finley et al.· 0 citations
A unified Vulnerability Index (VI) that combines strength, member stability, and plate buckling into a single scalar, updated through Sherman–Morrison rank-one perturbation at a millisecond cost, closes the diagnose–strengthen–verify loop without re-solving the full stiffness system.
Yu Wang, Ribiao Liu, Huanhuan Lai et al.· Applied Sciences· 0 citations
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