Day 3 Wed, September 30, 2015 2015
DOI: 10.2118/174853-ms
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How Far Can We Push the Boundary of Horizontal Drilling? A Rivalry Between Wellbore Friction and Drillpipe Buoyant Weight and Stiffness

Abstract: To estimate the maximum attainable reach for a horizontal wellbore one needs to investigate the rivalry between the amount of available driving force and the opposing frictional forces. As we provide more driving force through further slack-off, we are more likely to buckle the string and create large normal contact forces, which result in additional tangential frictional forces opposing the forward motion of the BHA. In other words, all the provided driving force will not be transmitted to the desired point (… Show more

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Cited by 2 publications
(3 citation statements)
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“…Therefore, if the effect of friction force on critical helical buckling load is neglected, the horizontal extending limits are underestimated a lot. In Mehrabi and Miska's [18] derivation, the effect of friction force on critical buckling load is considered, so the results for these two models are very close to each other. However, Mehrabi and Miska's [18] have not given the explicit calculation expressions of horizontal extending limits while considering the axial force and torque transfer in vertical and build-up wellbores.…”
Section: Comparison With Other Modelsmentioning
confidence: 74%
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“…Therefore, if the effect of friction force on critical helical buckling load is neglected, the horizontal extending limits are underestimated a lot. In Mehrabi and Miska's [18] derivation, the effect of friction force on critical buckling load is considered, so the results for these two models are very close to each other. However, Mehrabi and Miska's [18] have not given the explicit calculation expressions of horizontal extending limits while considering the axial force and torque transfer in vertical and build-up wellbores.…”
Section: Comparison With Other Modelsmentioning
confidence: 74%
“…In Mehrabi and Miska's [18] derivation, the effect of friction force on critical buckling load is considered, so the results for these two models are very close to each other. However, Mehrabi and Miska's [18] have not given the explicit calculation expressions of horizontal extending limits while considering the axial force and torque transfer in vertical and build-up wellbores. In this paper, a case study in which kinds of ground and down-hole constraint factors are comprehensively included is conducted and given in Section 2.5.…”
Section: Comparison With Other Modelsmentioning
confidence: 74%
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