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Online Drilling Fluid Flowmetering in Open Channels with Ultrasonic Level Sensors using Critical Depths

机译:使用临界深度的超声波液位传感器的开放式通道在线钻井液流量计

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摘要

In drilling operations, non-Newtonian drilling fluid is continuously circulated in a closed loop. One of the ways to monitor and regulate drilling operations is by accurately measuring the flow rate of circulating drilling fluid before entering and after returning from the wellbore. The circulating fluid flows in an open channel on the return path from the wellbore. This work investigates the use of Venturi constriction to estimate the non-Newtonian fluid flow in an open channel. Based on the specific energy principle, a relation between volumetric flow rate and critical depth is developed, which is used to estimate the flow rate based on the measured critical depth. To measure a critical depth for a given flow rate, it is necessary to locate a critical depth position in the Venturi flume. In this study, the critical depth position is located using specific energy diagram (at a minimum specific energy within the Venturi constriction) and Froude Number approach (at a Froude Number equals to 1). Based on the identified critical depth, the flow conditions (subcritical, critical or supercritical) along the Venturi flume are observed. The location of the critical depth in the Venturi section is found by performing experiments at 350 [kg/min] flow rate of the fluid. Further, the developed critical depth flow model is tested for randomly varying flow rates (250-500 [kg/min]) with the identified critical depth location. The flow estimations of the model were within the acceptable limit. However, it is found that the estimates for 350 [kg/min] are comparatively more accurate, which proves that the critical depth and critical depth position depends on the flow rate and rheological properties.
机译:在钻井作业中,非牛顿钻井液在闭环中连续循环。监视和调节钻井作业的方法之一是通过精确测量循环钻井液在进入井眼之前和从井眼返回后的流量。循环流体在从井眼返回的路径上的开放通道中流动。这项工作调查文丘里收缩的使用,以估计明渠中的非牛顿流体流量。基于比能量原理,建立了体积流量与临界深度之间的关系,该关系用于根据测得的临界深度估算流量。为了在给定的流量下测量临界深度,必须在文丘里管槽中定位一个临界深度位置。在本研究中,使用比能图(文丘里收缩区内的最小比能)和弗洛德数法(弗洛伊德数等于1)确定临界深度位置。基于识别出的临界深度,可以观察到沿文丘里管水道的流动条件(亚临界,临界或超临界)。通过以350 [kg / min]的流体流速进行实验,可以找到文丘里区临界深度的位置。此外,针对已确定的临界深度位置,针对随机变化的流速(250-500 [kg / min])测试了开发的临界深度流量模型。模型的流量估算值在可接受的范围内。但是,发现350 [kg / min]的估算值相对更准确,这证明临界深度和临界深度位置取决于流速和流变特性。

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