Current newsPlanning and operating a new freeze plant system for EuroChem’s Gremyachinski shaft sinking project The freeze plant for EuroChem’s Gremyachinski shaft project has now been in operation since the end of December 2009. The freezing process could only begin after the planning and assembly work had been completed and all the permits and licences had been obtained for the sinking project.
Work commenced at the same time on the design and planning of the freeze plant. Because of the geographical location and the tight construction schedule it was decided early on that a modular system would be used so that on-site installation costs would be kept to a minimum. TS therefore planned to use container-housed freezing machines and as many prefabricated pipeline assemblies as possible. The planning team eventually opted for ten containerised freeze units and a 1,400 m-long pipework circuit that was to be pre-assembled and pre-insulated on the surface. The required refrigeration output was also to be further reduced by optimising the brine circuit routing. This meant that the expensive control systems used on earlier freeze-shaft projects would not be needed in this case. The result was an even freeze-wall buildup across the entire array of freeze pipes, which in turn resulted in a shortened freezing phase.
The decision to use a modular system with a high degree of prefabrication meant that the freeze plant was ultimately able to start operating just three months after the completion of the freeze holes and in parallel with the foundation construction work and the preparations for the foreshaft sinking.
TS is also employing innovative methods for measuring the freeze-wall buildup in the strata. This involves using laser technology – a technique never before tried on a freeze shaft sinking anywhere in the world – with a resolution power of 1 metre (also an industry first) to measure the ground temperature over the entire depth of the freeze shaft. This temperature survey, combined with other measurements taken during the freezing process, enables the current thickness of the freeze-wall to be determined on a simultaneous basis over the entire depth range – information that is available to the freeze-shaft sinking team at any time. TS has used its extensive knowledge and expertise in freeze-shaft sinking to develop special software that can provide numerical and graphical information on the shape and size of the freeze-wall as and when required. Voids in the freeze-wall are therefore almost completely eliminated. The software can also predict the further development of the freeze-wall so that the ongoing freezing process can be adjusted and optimised if necessary. If the flow rate or temperature in any of the individual freeze pipes deviates from the corresponding mean value the digital measurement system ensures that this information is relayed immediately to the freeze-plant control panel. Mülheim an der Ruhr, May 2010
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