CALCULATING AND REAL-TIME MONITORING METHOD FOR BOUNDARY OF BLAST FURNACE TUYERE RACEWAY

    公开(公告)号:US20240211662A1

    公开(公告)日:2024-06-27

    申请号:US18555827

    申请日:2021-12-03

    CPC classification number: G06F30/27 G06F2113/08 G06F2119/08

    Abstract: Provided is a calculating and real-time monitoring method for a boundary of a blast furnace tuyere raceway including: the steps of firstly establishing a depth calculation model for the raceway, and further obtaining a calculation formula for a depth of the raceway so as to obtain a change law of the depth of the raceway; establishing a boundary model for the raceway through the depth calculation model for the raceway, and determining a calculation formula for the boundary of the raceway; obtaining modelling parameters, analyzing an impact of the modelling parameters on the boundary model, and determining main parameters that affect the boundary of the raceway; finally, solving a height of the raceway; and when the height or depth of the raceway exceeds a set range, adjusting a blast wind pressure and a blast wind volume to restore the height or depth of the raceway to a normal range.

    SEWAGE PIPE NETWORK HYDRAULIC MODEL BUILDING METHOD BASED ON THREE-DIMENSIONAL GEOGRAPHIC INFORMATION

    公开(公告)号:US20240184959A1

    公开(公告)日:2024-06-06

    申请号:US18411188

    申请日:2024-01-12

    Abstract: Disclosed is a sewage pipe network hydraulic model building method based on three-dimensional geographic information. According to the method, physical corresponding relation between each manhole node of the sewage pipe network and surrounding buildings is obtained through the three-dimensional geographic information, the population of the sewage pipe network is estimated as prior information according to the corresponding relation, an optimization algorithm is used to determine the total influent time series of all manhole nodes in a region based on the population proportion, and flow fluctuation coefficient for each manhole node is optimized and calculated, such that the influent time series of each manhole node is determined, and the sewage pipe network hydraulic model is built accurately. The present disclosure further provides a method that uses the population data to replace the pipe length/catchment area data as the prior information for sewage pipe network flow check.

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