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Effect of Mud Column Pressure on Drilling Rates
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1955
Year
Rock TestingEngineeringDrilling FluidsReservoir EngineeringDrillingGeotechnical EngineeringHigh PressureDrilling EngineeringDirect DrillingDrilling MechanicsDrilling Fluid DensityFormation DamageCivil EngineeringWell DrillingGeomechanicsFormation EvaluationMud Column PressureConstruction EngineeringPetroleum TransactionsPetroleum Engineering
Published in Petroleum Transactions, AIME, Volume 204, 1955, pages 196–204. Abstract If a dense fluid such as mud or water is used for circulation, the formation drilled is influenced by a hydrostatic pressure. This pressure depends on hole depth and drilling fluid density. Laboratory tests indicate that drilling rates in many formations are decreased with increased pressure - in some cases as much as 90 per cent. A comparison between laboratory and field tests indicates that drilling fluid head affects drilling rates in the field approximately the same as in the laboratory. Drilling rates of many formations are increased by reducing drilling fluid head. Introduction For many years it has been noted that field and laboratory drilling rate tests did not agree even when the formations tested were the same. For instance, tests of some shales by the Hughes Tool Co. laboratory indicated drilling rates approximately 20 to 30 ft/hour, whereas in the ground this shale would drill only 3 to 5 ft/hour. A possible reason for this discrepancy is the effect of the high pressure which the drilling fluid exerts against the formation at the bottom of the hole. Consider a small element of rock (Fig. 1) that is to be removed by a rock bit. If the hole is filled with mud or water, the upper surface of the rock element is subjected to a pressure which depends on hole depth and fluid density. The mass of earth around this rock element presses against the circumferential surface and the lower surface. Because of the probability of shearing stresses between the rock element and the surrounding rock, this element is not under true hydrostatic stress. However, as a first approximation for test purposes the rock element was assumed to be under hydrostatic stress. The effect of hydrostatic pressure on some physical properties of rock has been studied.