Arnold Pipe Rentals Company, Inc. v. Engineering Enterprises, Inc.

350 F.2d 885
CourtCourt of Appeals for the Fifth Circuit
DecidedAugust 24, 1965
Docket21720
StatusPublished
Cited by15 cases

This text of 350 F.2d 885 (Arnold Pipe Rentals Company, Inc. v. Engineering Enterprises, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fifth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Arnold Pipe Rentals Company, Inc. v. Engineering Enterprises, Inc., 350 F.2d 885 (5th Cir. 1965).

Opinion

GEWIN, Circuit Judge:

In this patent infringement suit, the district court held the claims in issue valid and infringed, and the alleged in-fringer appeals. We affirm the district court on both issues.

The claims of the patent in suit 1 teach the construction of a drill collar used in rotary bit drilling of oil and gas wells. Each collar has a plurality of spiral grooves around its outside surface. The presence of this shallow groove, which is described as “at least substantially flat,” serves to reduce the likelihood of “pressure differential sticking,” a phenomenon which has caused much expense and delay in the drilling of deep wells, particularly along the Southern Gulf Coast.

In rotary bit drilling, the rock bit itself is connected to the derrick by the drill string, which is composed of numerous sections of drill pipe. The outside diameter of this pipe is smaller than the diameter of the well bore. A number of oversize lengths of pipe, known as drill collars, are placed immediately above the bit itself. These collars are about 30 feet in length, and normally about 15 collars are employed in a drill string. Their function is to impart maximum weight and rigidity to the drill string just above the bit, thus aiding the bit in cutting through the formation and minimizing the likelihood that the hole will deviate from straight. As the drill *887 string and bit are rotated, a colloidal drilling mud is circulated under pressure down through the center of the drill string, around the bit itself, and back up to the surface through the annular space between the outside of the drill string and the wall of the bore. This mud serves to cool and lubricate the bit, to clean the cuttings from the bottom of the hole, and to reduce the danger of a blowout by providing a pressure greater than that of the porous formations which have been penetrated. As the mud is circulated back up through the annular space between the drill string and the wall of the bore, its liquid constituents tend to invade porous formations. This occurrence can cause damage to potentially productive formations which are being by-passed and can upset the chemical balance of the mud itself. Therefore, the mud contains certain constituents which form a tough filter cake on the wall of the bore which seals off the formation, preventing further migration of the fluids in the drilling mud. This mud coating quite often attains a thickness of % inch.

Often in deep wells formations are encountered in which the pressure is less than the pressure in the column of drilling mud. Because drillers have never learned to drill a perfectly straight hole, a portion of the drill string will lie against the wall of the bore, even while the string is being rotated. When drilling stops, as it often must, in a deep formation which has a lower pressure than that of the column of mud, the phenomenon known as pressure differential sticking can occur. If the mud filter cake has not yet fully formed or has been totally or partially cut away by rotation of the collar, the very high hydrostatic pressure of the mud column will force the drill string tight against the low-pressure formation. ' Once this “wall sticking” occurs, it is difficult— indeed, it is often impossible — to free the stuck section of the drill string. Procedures to free the drill string are unusually expensive. The problem is complicated by the formation of a fillet of filter cake on each side of the stuck area which acts as a pressure seal, thus increasing the sticking force. The pressure differential is often tremendous at depths of over 10,000 feet, and it increases proportionately with the area of drill collar which comes into contact with the wall of the bore. In some instances, it has been necessary to plug or abandon wells in which wall sticking has occurred.

Although the problem of wall sticking has existed in the oil and gas industry for many years, recognition of its cause has been relatively recent. The trial court found that during the period 1950-1959 the drilling industry had become increasingly aware of its genesis and had resorted to several experiments to alleviate it. Apparently, some experts began to realize the causes of wall sticking soon after the Second World War. Several courses of action were indicated to counteract its deleterious effects, in addition to keeping the drill string moving to equalize the pressure and altering the composition of the drilling mud. One was to reduce the pressure differential by lowering the pressure of the column of mud. However, this was often impractical-for obvious reasons. A second approach which was widely adopted was to attempt to center the drill string in the hole by means of stabilizers. These are short lengths of pipe having lands, or blades, with almost the same gauge as the hole itself. Stabilizers proved unworkable for at least two reasons. The lands on the stabilizers produced a reaming effect which tended to cut away the filter cake and enlarge the size of the bore itself. When the blades of these devices dug into a soft formation to a depth greater than the width of the blades, the stabilizers tended to defeat their own purpose by permitting the outside surface of the drill collar or pipe to contact the wall of the bore anyway. In addition, stabilizers had a tendency to ball up with shale, increasing the danger of a blowout.

The device described in the Fox patent seeks to combat the problem of pressure differential sticking by decreasing *888 the area of the drill collar which contacts the wall of the hole without reducing the effectiveness of the drill collar itself. Fox’s approach is to permit the collar to lie against the wall of the bore, but to reduce the area which comes into direct contact with the low-pressure formation. This is done by placing very shallow spiral grooves around the outside surface of the collar. Claim 2 of the patent in suit, on which claims 4 and 5 depend, describes the grooves as follows:

“2. An integral, elongate tubular member having means at its opposite ends for connection in a drill string and at least one helical groove in its outer peripheral surface, which has a base forming, in any section transversely of said member, a line which is at least substantially flat and intersects at its opposite ends with said peripheral surface.”

These very shallow grooves, shown in the preferred embodiment drawings of the patent application as having a flat or slightly convex base, maintain the effectiveness of the drill collar because there is very little decrease in the weight or rigidity of the collar. Furthermore, because of the shallowness of the grooves, rotation of the collars does not produce the reaming or cutting effect experienced in the use of stabilizers. A cutting edge, of course, would tend to scrape the filter cake from the wall of the hole, thus contributing to rather than reducing the likelihood that the collar will become stuck. The record revals that the Fox collars have enjoyed considerable commercial success, commanding a premium rental over ordinary collars.

The collars which are alleged to infringe Claims 2, 4 and 5 of the Fox patent are made for defendant Arnold by various manufacturers of oilfield equipment. Arnold in turn rents these collars to drillers for use in drilling operations. The Arnold collars are substantially identical to those manufactured by Fox 2

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Bluebook (online)
350 F.2d 885, Counsel Stack Legal Research, https://law.counselstack.com/opinion/arnold-pipe-rentals-company-inc-v-engineering-enterprises-inc-ca5-1965.