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An improved test protocol for high temperature carrying capacity of drilling fluids exemplified on a sepiolite mud

机译:一种改进的高温承载能力的钻孔泥浆中钻井液的改进试验方案

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摘要

Drilling fluids with a high carrying capacity can improve the rate of penetration only if they maintain their suspending properties under downhole conditions. Testing, however, is generally performed by hot rolling fluids at the expected temperatures and measuring rheology after cooling which can produce misleading results. Therefore, a new test protocol was developed using a sepiolite water-based fluid and a xanthan gum-based reference system designed for drilling high temperature wells. First the static carrying capacity of the fluids was evaluated by suspending simulated cuttings and aging them statically before evaluating the samples visually. With conventional testing, both fluids seemed to retain their suspending capability after aging equally, however, only the sepiolite fluid maintained its excellent suspending property up to 150 degrees C (302 degrees F) in the static carrying capacity tests. This was confirmed by HTHP (150 degrees C/302 degrees F) viscosity measurements thus showing the importance of testing under actual conditions.
机译:钻孔液体的钻井液只有在井下条件下保持悬浮性能时才能提高穿透速率。然而,测试通常通过在预期温度下的热轧流体和测量流变后进行,这可以产生误导性结果。因此,使用Sepiolite水基流体和基于黄原胶的参考系统开发了一种新的测试方案,专为钻孔高温井。首先,通过在视觉上评估样品之前通过悬浮模拟的切屑并使它们静态老化来评估流体的静态承载能力。通过常规测试,两种流体似乎在同样的老化后保持其悬浮能力,然而,在静态承载能力测试中,仅仅将Sepiolite流体保持其优异的悬浮性,可在静态承载能力测试中保持高达150℃(302摄氏度)。这通过HTHP(150摄氏度C / 302°F)粘度测量来确认,因此显示在实际条件下测试的重要性。

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