Small-Scale Experimental Model of a Helical Steel Pile as the Heat Exchanger in Ground Source Heat Pumps

L. Kober, S. Nicholson, Sylvie Antoun, S. Dworkin
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Abstract

Ground Source Heat Pump (GSHP) technologies are a way to obtain clean, renewable energy to heat and cool buildings by using the moderate year-round temperature of the ground as a heat-transfer medium. Across Canada, there is great potential to implement GSHPs due to soil conditions and an increasing demand for sustainable energy, especially in northern regions where conventional heating and cooling systems running on fuel are nearing their end-of-life. However, for these technologies to be more appealing in Canada, they need to be made more economically efficient, since high costs are a limiting factor in their implementation. As a solution, helical steel piles may be used in place of deep boreholes as the primary heat exchangers in the GSHP system, as well as for structural support for building foundations. With the dual functionality of helical steel piles, there is potential to save materials and reduce associated costs. To explore the thermodynamic capabilities of helical steel piles in GSHPs, a small-scale model of a complete single helical steel pile with a custom internal pipe layout was created with the combination of 3D printing and custom machining. The model pile was placed in a tank of soil medium and put in an insulated jacket to simulate soil conditions of the ground and minimize external interference. With sensors to measure temperatures and fluid flow, a variety of tests were run on the small-scale model to imitate field operation. Both laminar and turbulent flows were used to measure the effects of flow conditions on heat exchange performance. Alongside observing the effects of changing flow rates, the temperature distribution in the soil medium was measured radially. Currently, there is no this pile setup, so this research is essential for influencing possible design, operation, and future improvements to the equipment. The temperature gradients measured in the soil will inform spacing of the
螺旋钢桩作为地源热泵换热器的小尺度实验模型
地源热泵(GSHP)技术是一种获得清洁、可再生能源的方法,通过使用地面全年适度的温度作为传热介质来加热和冷却建筑物。在加拿大各地,由于土壤条件和对可持续能源的需求不断增加,特别是在传统的燃料加热和冷却系统接近使用寿命的北部地区,实施地源热泵的潜力很大。然而,为了使这些技术在加拿大更具吸引力,它们需要提高经济效率,因为高成本是实施这些技术的限制因素。作为解决方案,螺旋钢桩可以代替深钻孔作为地源热泵系统的主热交换器,也可以作为建筑基础的结构支撑。螺旋钢桩具有双重功能,具有节约材料和降低相关成本的潜力。为了探索地源热泵中螺旋钢桩的热力学性能,采用3D打印和定制加工相结合的方法,创建了一个具有定制内管布局的完整单螺旋钢桩的小尺寸模型。将模型桩置于土介质罐中,并套上绝缘护套,模拟地面土况,尽量减少外界干扰。利用传感器测量温度和流体流量,在小型模型上进行了各种测试,以模拟现场作业。采用层流和湍流两种流动方式来测量流动条件对换热性能的影响。除了观察流量变化的影响外,还测量了土壤介质中的温度分布。目前,还没有这样的桩设置,因此这项研究对于影响可能的设计、操作和未来对设备的改进至关重要。在土壤中测得的温度梯度将告诉土壤的间距
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