• Tunnel and Underground Space
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• v.24 no.5
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• pp.373-385
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• 2014

Hydraulic filling methods are widely applied to suppress the land subsidence recently. But the research on high-efficiency hydraulic filling to protect the land subsidence is rare. In this study, field experiments to improve the efficiency of the hydraulic filling method are performed by changing the property, specification of the filling material and injection pipe. The filling amounts using vertical injection pipe, reducing tee (${\phi}100mm$) pipe, reducing tee (${\phi}80mm$) pipe and reducing tee (${\phi}50mm$) pipe showed 28.84 ton, 42.62 ton, 53.33 ton, and 63.33 ton respectively. The filling rates using reducing tee (${\phi}100mm$) pipe, reducing tee (${\phi}80mm$) pipe and reducing tee (${\phi}50mm$) pipe showed 47.8%, 84.9% and 119.6% respectively. Filling efficiency can be incresed by using reducing tee. This study shows that simply changing the type of injection pipe is expected to increase the hydraulic filling rate.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.36 no.8
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• pp.877-883
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• 2012

Multipath ultrasonic flowmeters are increasingly being used for the purpose of accurate flow measurement. However, an installation standard has not yet been established for these flowmeters, and this can cause considerable confusion during field installation. There is a need for a minimum straight run to ensure the measurement accuracy of a flowmeter installed upstream and downstream of flow disturbance factors-expansion, contraction, and tee pipes. Experiments were performed by using multipath flowmeters that have less than ${\pm}0.5%$ accuracy-4-paths 1-unit and 2-paths 1-unit are of foreign make, whereas 5-paths 2-units are of domestic make-to determine the straight run under the above conditions. We carried out experiments repeatedly by considering a straight run, velocity, and suggested installation standards for a multipath ultrasonic flowmeter that satisfies the tolerance limits.