SANDBOX TEST SYSTEM AND METHOD FOR KARST AQUIFER BASED ON TRACER-HYDRAULIC TOMOGRAPHY INVERSION

    公开(公告)号:US20210223156A1

    公开(公告)日:2021-07-22

    申请号:US17253382

    申请日:2019-10-17

    Abstract: A sandbox test system and method for a karst aquifer based on tracer-hydraulic tomography inversion, including a visual sandbox apparatus, a karst conduit, a water flow control apparatus, a horizontal well, a data acquisition apparatus, and a data processing apparatus. The visual sandbox apparatus forms a sand layer packing space. The karst conduit is buried in a sand layer. The water flow control apparatus is a constant water head storage tank. A back plate is provided with a horizontal well mounting hole and tracer adding hole. The horizontal well is mounted in each horizontal well mounting hole. A monitoring well is connected to a seepage pressure sensor or an electrical conductivity sensor. A water injection and pumping well is connected to a peristaltic pump. The electrical conductivity sensor, seepage pressure sensor, and peristaltic pump connect to the data acquisition apparatus. The data acquisition apparatus connects to the data processing apparatus.

    INTELLIGENT STEEL ARCH FLEXIBLE PROTECTION DEVICE FOR ROCKFALL AND LANDSLIDE OF TUNNELS

    公开(公告)号:US20190360334A1

    公开(公告)日:2019-11-28

    申请号:US16072086

    申请日:2018-01-10

    Abstract: An intelligent and flexible steel arch protection device for rockfall and collapse of tunnels, including an arch main body system and a flexible protection system. The arch main body system includes an arched rigid high-strength steel frame and a base. The flexible protection system includes two parallel supporting rods which are oppositely arranged on the steel frame along the circular arc of the arch. Connecting rods are arranged between the two supporting rods at intervals, and the two ends of the connecting rods are fixed to the two supporting rods. The connecting rods are sleeved with guide rods and elastic devices are arranged between the guide rods and the supporting rods. A plurality of rolling shafts vertical to the axial direction of the two-way guide rods and connected with the two-way guide rods are arranged between the adjacent two-way guide rods, and the rolling shafts are sleeved with flexile rollers.

    EXPERIMENTAL SYSTEM AND METHOD FOR WHOLE-PROCESS SIMULATION OF SEEPAGE FAILURE IN FILLING-TYPE KARST MEDIA

    公开(公告)号:US20190206279A1

    公开(公告)日:2019-07-04

    申请号:US16314658

    申请日:2017-12-14

    CPC classification number: G09B19/0061 G01N13/04

    Abstract: A whole-process simulation experiment system has: a visualized model system with test samples and serving as a bearing device for the simulation of whole-process seepage of filling-type karst; a controllable support system supporting a visualized model box and controlling fluid seepage direction in the box by changing its inclination angle; a servo loading system controlling water pressure in the test process and providing four different loading modes for the box; a high-speed camera system recording water flow and particle motion in a transparent seepage model box in the seepage failure process; a comprehensive data measuring system monitoring and recording the change rules of factors including but not limited to seepage pressure, seepage amount and sand gushing amount in the seepage failure process; and an information analysis and feedback system recording and analyzing the seepage process and the whole seepage failure process in real time to achieve data processing and feedback.

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