Method and system for calculating turbulent mixing intensity, computer device and storage medium

    公开(公告)号:US11898842B1

    公开(公告)日:2024-02-13

    申请号:US18487231

    申请日:2023-10-16

    IPC分类号: G01C13/00

    CPC分类号: G01C13/002

    摘要: It is provided a method and system for calculating a turbulent mixing intensity, a computer device and a storage medium. The method comprises: performing denoising preprocess on ocean spatiotemporal coupled shear profile data information obtained by a turbulence profiler; constructing a multi-layer turbulent mixing network with topological attributes, where the network includes nodes and connecting edges; and each node is formed by fusion of four physical properties: time series, scale data, energy local intermittency measure and phase; recognizing a cross-scale transfer process of the turbulent energy according to a presence state of the connecting edges in the network; and performing parametric calculation of the turbulent mixing intensity according to the topological attributes of the multi-layer turbulent mixing network. According to the method, quantitative calculation of a turbulent energy transport intensity in an observation area of a full ocean depth profile is implemented.

    MODEL TEST APPARATUS AND METHOD FOR SHIELD TUNNEL POST-WALL GROUTING AND TUBE SHEET UPLIFT UNDER HIGH WATER PRESSURE CONDITIONS

    公开(公告)号:US20230333279A1

    公开(公告)日:2023-10-19

    申请号:US18301258

    申请日:2023-04-17

    IPC分类号: G01V99/00

    CPC分类号: G01V99/005 E21D11/10

    摘要: This invention discloses a model test apparatus and method for shield post-wall grouting and tube sheet uplift under high water pressure conditions, comprising main body box, tension apparatus, shield system, grouting system, ground stress loading system, water injection system, and monitoring system. The main body box comprises the shield shell system and model soil inside. The ground stress loading system and water injection system realize the simulation of the complex underground soil and muddy water environment by applying stress and water pressure to the model soil inside the main box. While the tension apparatus makes the shield shell moving forward, the grouting system injects slurry into the gap between the shield shell and the tube sheet. The integrated model test of visual shield grouting and tube sheet uplift, the real-time multi-physical field responses, and the longitudinal deformation mechanism have been realized and revealed under high water pressure conditions.