The return of drilling fluid in large diameter horizontal directional drilling boreholes

Abstract The return of drilling fluid (drilling mud) in large diameter horizontal directional drilling (HDD) boreholes is a very important issue related to mud pressure, cuttings transport and pull back force, but this problem has not been fully solved in previous research due to the complexity and uncertainty of downhole conditions. The calculation methods of mud pressure loss in the borehole annulus are briefly introduced and the equation using a Power Law model is adopted to study the drilling mud return. A typical reaming hierarchy of a large diameter HDD project has been used to study the return direction of drilling mud and volumes of drilling mud return to the exit and entry points. The research results disclosed that the drilling mud can return to both exit and entry points at the same time, with a large majority of the drilling fluid returning to the exit point if the reamer is closer to the exit point, and vice versa. A parametric study has been conducted to find out the effect of changing parameters in the calculation equation on the drilling fluid return. The drilling mud return for those boreholes with the exit point and entry point located at different elevations has also been discussed. Finally, different types of reamers and other factors such as borehole collapse and borehole shape were taken into the consideration of drilling mud return.

[1]  Keith K. Millheim,et al.  Applied Drilling Engineering , 1986 .

[2]  Mohammad Najafi,et al.  Maxi-HDD Pull Loads for Nonlevel Grade for Polyethylene Pipe , 2011 .

[3]  Mohammad Najafi,et al.  Development and applications of trenchless technology in China , 2008 .

[5]  Preston L. Moore,et al.  Drilling Practices Manual , 1974 .

[6]  Mohammad Najafi,et al.  Risk Evaluation for Maxi Horizontal Directional Drilling Crossing Projects , 2010 .

[7]  Biao Shu,et al.  Preparation and recycling of drilling mud in large scale Horizontal Directional Drilling projects in Mainland China , 2011 .

[8]  Baosong Ma,et al.  Analysis of Borehole Wall Stability in Horizontal Directional Drilling , 2012 .

[9]  Jason S. Lueke,et al.  Horizontal directional drilling: profile of an emerging industry , 2000 .

[10]  J. Bell,et al.  PREDICTING AND CONTROLLING HYDRAULIC FRACTURING DURING HORIZONTAL DIRECTIONAL DRILLING , 2003 .

[11]  Biao Shu,et al.  Prediction of rotational torque and design of reaming program using horizontal directional drilling in rock strata , 2011 .

[12]  R. Sterling,et al.  Stability analysis of a borehole wall during horizontal directional drilling , 2007 .

[13]  Biao Shu,et al.  Study of ground collapse induced by large-diameter horizontal directional drilling in a sand layer using numerical modeling , 2015 .

[14]  Maria Anna Polak,et al.  Theoretical model for calculating pulling loads for pipes in horizontal directional drilling , 2007 .

[15]  Erez N. Allouche,et al.  Drilling Fluid Considerations in Design of Engineered Horizontal Directional Drilling Installations , 2005 .

[16]  Samuel T. Ariaratnam,et al.  Modeling of annular fluid pressures in horizontal boring , 2007 .

[17]  David Bennett,et al.  Step by Step Evaluation of Hydrofracture Risks for Horizontal Directional Drilling Projects , 2008 .

[18]  Lawrence M. Slavin Parametric Dependency and Trends of HDD Pull Loads , 2010 .