US3602323A - Permafrost drilling method - Google Patents

Permafrost drilling method Download PDF

Info

Publication number
US3602323A
US3602323A US887207A US3602323DA US3602323A US 3602323 A US3602323 A US 3602323A US 887207 A US887207 A US 887207A US 3602323D A US3602323D A US 3602323DA US 3602323 A US3602323 A US 3602323A
Authority
US
United States
Prior art keywords
layer
pad
drilling
permafrost
tundra
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US887207A
Inventor
Frank J Schuh
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Atlantic Richfield Co
Original Assignee
Atlantic Richfield Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Atlantic Richfield Co filed Critical Atlantic Richfield Co
Application granted granted Critical
Publication of US3602323A publication Critical patent/US3602323A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/008Drilling ice or a formation covered by ice
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S166/00Wells
    • Y10S166/901Wells in frozen terrain

Definitions

  • ABSTRACT A pad for drilling at .least one borehole through [5!] Int. Cl E2lb 7/00- the earth, the pad being composed of a first layer of particu [50] F Rid of Search 175/57, 65, late material adjacent the earth, a Second layer composed f 9; 66/1310 61/50 spaced-apart members to form a plurality of channels therein, and a third layer composed of support material.
  • pilings have disadvantages in that they are quite expensive to emplace and when arranged to support a specific drilling rig in a particular direction, the arrangement of the pilings will most likely not be adequate for subsequent rigs such as work-over rigs that may be desirably emplaced over the borehole and will be arranged to point the rig in a direction different from that desired for subsequent rigs. Therefore, the pilings have limited utilization as well as expensive emplacement. Further, ithas been found that some melting of the permafrost can occur around these pilings in the summertime so that they do not always give the most rigid support desired for the rig.
  • pilings can be replaced with a less expensive and more versatile drilling rig pad composed of a plurality of layers of materials asdescribeid hereinafter, one layer having channels therein to provide for a substantial amount of airspace between at least two of, the layers of the pad.
  • drilling of a borehole can be carried out through tundra andpermafrost without substantially thawingor otherwise damaging.
  • the pad can be left in place after. the'borehole drilling has been completed and other rigs moved onto the pad and pointed in any desired direction without having to make structural alterations to the pad itself.
  • the pad is much more versatile than an arrangement of pilings
  • the pad and method of this invention are useful in drilling boreholes in the earth in general and are particularly useful in drilling in areas where tundra and permafrost exist.
  • first layer 3 can vary widely depending upon the material from which it is composed, its geographical location, and thelike. Generally, however, the thickness of first layer 3 would be at least about 6 inches.
  • a second layer 4 is imposed on top of first-layer 3 and is composed of a plurality of spaced-apart members '5 which form a plurality of open channels 6 in the'second layer.
  • Members 5 can be composed of any structurally-strong material, be it iron, cement, wood, and the like.
  • Members 5 are preferably wooden beams or logs.
  • Channels 6 can be of any desired cross-sectional area and preferably extend for the full length of the pad so that channels 6 run from one end of the pad to the other. It is preferred that at least a part of the channels 6 be at least partially, if not totally, open to the atmosphere surrounding the pad so that a free flow of ambient air can pass through the channels at any time. Channels 6 can be of any desired cross-sectional area in volume but preferably are of sufficient volume to prevent substantial amounts of heat from passing from the next higher layer 7 to the next lower layer 3.
  • Third layer 7 is composed of support material since it is a working surface of the pad and the surface upon which the rig and its associated apparatus will be placed. If the rig and associated apparatus are to be moved around, it can be desirable to emplace skid rails or other means for moving the rig on this third layer 7.
  • Third layer 7 can be formed from any material which will give a'substantially continuous working surface, be it concrete, boards, and the like. If boards 0 other similar individual members are used to compose third layer 7, they can be laid substantially contiguous with one another to form a substantially continuous layer but they can have some spacing therebetween, if desired. However, the individual members used to make up third layer 7 can be laid contiguous with one another to form a solid and continuous working layer.
  • a fourth layer 8 composed of support material such as the same or different support material used to make up third layer 7 can be interposed between second layer 4 and its members 5 and the top of first layer 3.
  • Fourth layer 8 can be composed of a plurality of contiguous members such as boards and the like or a plurality of spaced-apart members as described for third layer 7.
  • fourth layer 8 can be composed of any material such as concrete and the like used for the third layer 7.
  • the composition of the third and fourth layers need not be the: same; although it is presently preferred that the second, third, and fourth layers be composed of wooden material such as planking for the third and fourth layers and wooden beams or logs for the second layer.
  • any type rig can be moved onto the pad after the initialborehole is drilled and the rig oriented in any direction.
  • a plurality of directional boreholes can be drilled from the single pad so that a single pad can be employed for a large number of boreholes drilled in varying directions from the-pad.
  • the pad of this invention can be built up in a body of water for drilling an offshore well or it'can be built up on top of the tundra for drilling one or more wells through the tundra and permafrost without substantially thawing either the tundra or the permafrost.
  • the normal drilling procedure is carried out on the third or working layer 7 of thepadso that the tundra 2 remains untouched in the area of drilling except for the boreholes that pass therethrough.
  • layer 8 is then formed from a plurality of boards about 3 inches thick to get a substantially solid layer 8.
  • layer 8 is disposed a plurality of wooden beams about 10 inches thick and about 10 inches wide, the beams being emplaced on 3- to 5-foot centers so that each channel 6 is across-sectional area of about inches by about 26 inches, each channel extending for the full length of the members 5 and therefore extending for the full length of the pad, all channels 6 being completely open to the air surrounding the pad.
  • Layer 7 is then formed from boards 3 inches thick laid contiguous with one another to provide a continuous and solid working surface. Skid rails can be emplaced on top of layer 7 to provide means for sliding the rig and other apparatus into place on the pad and for removing same from the pad.
  • a method for drilling a borehole through permafrost without substantially thawing same comprising providing a first layer adjacent the earth and composed of particulate material, providing a second layer on said first layer and composed of spaced-apart members to form a plurality of open channels through said second layer, said channels being at least partially open to the atmosphere surrounding said pad for free flow of ambient fluid therethrough, providing a third layer on said second layer and composed of support material, said channels being of sufficient volume to prevent substantial amounts of heat from passing from said third layer to said first layer, and carrying out the drilling steps while operating from said third layer.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Earth Drilling (AREA)

Abstract

A pad for drilling at least one borehole through the earth, the pad being composed of a first layer of particulate material adjacent the earth, a second layer composed of spaced-apart members to form a plurality of channels therein, and a third layer composed of support material. A method for drilling a borehole through tundra and permafrost without substantially thawing same by using the above described pad for carrying out the drilling procedure.

Description

United States Patent [72] inventor Frank J. Schuh 3,244,242 4/1966 Wolfi 175/9 Dallas, OTHER REFERENCES [2]} g 1969 Dier. New Ideas Solve Permafrost Drilling/Cementing [221 Problems. WORLD OIL. May 1969. pages 8992. 166- [45] Patented Aug.31, 1971 Permafrost Digest [73] Assgnee a CmPanY Uren. PETROLEUM PRODUCTION ENGINEER- ING. Oil Field Development, Fourth Edition. McGraw- Hill Book Co. lnc., New York, 1956. page 127. Copy in Op 350.
[54] PERMAFROST DRILLING METHOD Primary Examiner-Stephen J. Novosad 4 Claims, 1 Drawing Fig. Att0meysBlucher Si Tharp and Roderic W. MacDonald [52] us. Cl 175/51,
166/1310- I'm/5o ABSTRACT: A pad for drilling at .least one borehole through [5!] Int. Cl E2lb 7/00- the earth, the pad being composed of a first layer of particu [50] F Rid of Search 175/57, 65, late material adjacent the earth, a Second layer composed f 9; 66/1310 61/50 spaced-apart members to form a plurality of channels therein, and a third layer composed of support material. A method for [56] References Cited drilling a borehole through tundra and permafrost without UNITED STATES PATENTS substantially thawing same by using the above described pad 2,939,290 6/1960 Crake 175/9 X for carrying out the drilling procedure.
8 5 6 7 1 l K 2 f l 4 "ll l (3 \\/I/ ;\;/'1/V.\,-,A,I/ 7\ 2 \/A INVENTOR FRANK J. SCHU H WMWPJMZQ ATTORNEY PERMAFROST DRILLING METHOD BACKGROUND OF THE INVENTION Heretofore in drilling in the North Country, particularly in areas wherev permafrost and tundra are prevalent, it was thought that drilling rigs and their associated apparatus such as mud pits, mud pumps, drill pipe racks, and thelike, had to be supported on pilings which extended a substantial distance into the permafrost or else. the drilling rig and its associated apparatus would not have adequate support in the summer when the tundra thaws.
However, the use of pilings has disadvantages in that they are quite expensive to emplace and when arranged to support a specific drilling rig in a particular direction, the arrangement of the pilings will most likely not be adequate for subsequent rigs such as work-over rigs that may be desirably emplaced over the borehole and will be arranged to point the rig in a direction different from that desired for subsequent rigs. Therefore, the pilings have limited utilization as well as expensive emplacement. Further, ithas been found that some melting of the permafrost can occur around these pilings in the summertime so that they do not always give the most rigid support desired for the rig.
SUMMARY OF THE INVENTION It has now been found that pilings can be replaced with a less expensive and more versatile drilling rig pad composed of a plurality of layers of materials asdescribeid hereinafter, one layer having channels therein to provide for a substantial amount of airspace between at least two of, the layers of the pad.
When the drilling pad of this invention is employed, drilling of a borehole can be carried out through tundra andpermafrost without substantially thawingor otherwise damaging.
the tundra or the permafrost but yet still rigidly supporting the drilling rig. I
The pad can be left in place after. the'borehole drilling has been completed and other rigs moved onto the pad and pointed in any desired direction without having to make structural alterations to the pad itself. Thus, the pad is much more versatile than an arrangement of pilings;
Thus, the pad and method of this invention are useful in drilling boreholes in the earth in general and are particularly useful in drilling in areas where tundra and permafrost exist.
Accordingly, it is an object of this invention to provide a new and improved drilling .pad. It is another object to provide a new and improved drilling pad for use in areaswhere tundra and permafrost exist. It is another object to providea new and improved method for drillinga borehole through-tundra and permafrost without substantially thawing either the tundra or the permafrost. It is another object to providea method fordrilling a borehole in areas where tundra and permafrost-exist without damaging the tundra or permafrostandwhile. at the. same time rigidly supporting the drilling rig and its associated apparatus.
Other aspects, objects, and advantages of this invention will be apparent to those skilled in theartfrom this disclosure and the appended claims.
DETAILED DESCRIPTION OF THE INVENTION and piled on the tundra 2 for the desired area of the pad and for the heightrequired'to prevent athawing into the tundra 2. which'is directly underthe first layer'3 at any time during the warmest part of the year. Thus, the area of tundra 2 under first layer 3 remains perpetually frozen, even in the summertime,
because the thaw line in the summer does not reach below the first layer 3. Thus, the height of first layer 3 can vary widely depending upon the material from which it is composed, its geographical location, and thelike. Generally, however, the thickness of first layer 3 would be at least about 6 inches.
A second layer 4 is imposed on top of first-layer 3 and is composed of a plurality of spaced-apart members '5 which form a plurality of open channels 6 in the'second layer. Members 5 can be composed of any structurally-strong material, be it iron, cement, wood, and the like. Members 5 are preferably wooden beams or logs.
Channels 6 can be of any desired cross-sectional area and preferably extend for the full length of the pad so that channels 6 run from one end of the pad to the other. It is preferred that at least a part of the channels 6 be at least partially, if not totally, open to the atmosphere surrounding the pad so that a free flow of ambient air can pass through the channels at any time. Channels 6 can be of any desired cross-sectional area in volume but preferably are of sufficient volume to prevent substantial amounts of heat from passing from the next higher layer 7 to the next lower layer 3.
Third layer 7 is composed of support material since it is a working surface of the pad and the surface upon which the rig and its associated apparatus will be placed. If the rig and associated apparatus are to be moved around, it can be desirable to emplace skid rails or other means for moving the rig on this third layer 7. Third layer 7 can be formed from any material which will give a'substantially continuous working surface, be it concrete, boards, and the like. If boards 0 other similar individual members are used to compose third layer 7, they can be laid substantially contiguous with one another to form a substantially continuous layer but they can have some spacing therebetween, if desired. However, the individual members used to make up third layer 7 can be laid contiguous with one another to form a solid and continuous working layer.
' Individual members 5 can be laid directly on first layer 3 if the members 5 will not ultimately sink substantially into layer 3 such as when that layer thaws in the summertime. If desired, a fourth layer 8 composed of support material such as the same or different support material used to make up third layer 7 can be interposed between second layer 4 and its members 5 and the top of first layer 3. Fourth layer 8 can be composed of a plurality of contiguous members such as boards and the like or a plurality of spaced-apart members as described for third layer 7. In addition, fourth layer 8 can be composed of any material such as concrete and the like used for the third layer 7. The composition of the third and fourth layers need not be the: same; although it is presently preferred that the second, third, and fourth layers be composed of wooden material such as planking for the third and fourth layers and wooden beams or logs for the second layer.
By utilizing the layer concept'of this invention, and particularly the concept of disposing airspace between the working third layer 7 and the base layer 3, it has been found that pilings can be eliminated completely and the rig and any other apparatus that may be desirably used in drilling, completing, and
working over the borehole or boreholes drilled through tundra 2 and permafrost 1 still effected. Further, with the pad of this invention any type rig can be moved onto the pad after the initialborehole is drilled and the rig oriented in any direction. Further, a plurality of directional boreholes can be drilled from the single pad so that a single pad can be employed for a large number of boreholes drilled in varying directions from the-pad.
The pad of this invention can be built up in a body of water for drilling an offshore well or it'can be built up on top of the tundra for drilling one or more wells through the tundra and permafrost without substantially thawing either the tundra or the permafrost. In the method of this invention, the normal drilling procedure is carried out on the third or working layer 7 of thepadso that the tundra 2 remains untouched in the area of drilling except for the boreholes that pass therethrough.
As an example, gravel, as employed for the first layer 3, is piled to a height of about 3 feet. Layer 8 is then formed from a plurality of boards about 3 inches thick to get a substantially solid layer 8. On layer 8 is disposed a plurality of wooden beams about 10 inches thick and about 10 inches wide, the beams being emplaced on 3- to 5-foot centers so that each channel 6 is across-sectional area of about inches by about 26 inches, each channel extending for the full length of the members 5 and therefore extending for the full length of the pad, all channels 6 being completely open to the air surrounding the pad. Layer 7 is then formed from boards 3 inches thick laid contiguous with one another to provide a continuous and solid working surface. Skid rails can be emplaced on top of layer 7 to provide means for sliding the rig and other apparatus into place on the pad and for removing same from the pad.
Reasonable variations and modifications are possible within the scope of this disclosure without departing from the spirit and scope of this invention.
The embodiments of the invention in which an exclusive property or privilege is claimed are defined as follows:
1. In a method for drilling a borehole through permafrost without substantially thawing same, the improvement comprising providing a first layer adjacent the earth and composed of particulate material, providing a second layer on said first layer and composed of spaced-apart members to form a plurality of open channels through said second layer, said channels being at least partially open to the atmosphere surrounding said pad for free flow of ambient fluid therethrough, providing a third layer on said second layer and composed of support material, said channels being of sufficient volume to prevent substantial amounts of heat from passing from said third layer to said first layer, and carrying out the drilling steps while operating from said third layer.
2. A method according to claim 1 wherein there is a fourth layer between said first and second layers, said fourth layer being composed of support material, and the drilling steps are carried out while operating from said third layer.
3. A method according to claim 2 wherein said first layer is composed substantially of gravel, and said second, third, and fourth layers are composed substantially of wooden members.
4. A method according to claim 1 wherein said first layer is composed substantially of wooden members.
Patent NO. 3,602,323 Da ed August 31, 1971 Inventor(s) Frank J. Schuh It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:
Column 2, line 32, "0" should read ---or- Column 4, line 22, after "substantially" should be inserted ---of gravel, and said second, third, and fourth layers are composed substantially---.
Signed and sealed this 23rd day of May 1972.
(SEAL) Attest:
EDWARD M.FLETCHER,JR. ROBERT GOTTSCHALK Attesting Officer Commissioner of ?atents

Claims (3)

  1. 2. A method according to claim 1 wherein there is a fourth layer between said first and second layers, said fourth layer being composed of support material, and the drilling steps are carried out while operating from said third layer.
  2. 3. A method according to claim 2 wherein said first layer is composed substantially of gravel, and said second, third, and fourth layers are composed substantially of wooden members.
  3. 4. A method according to claim 1 wherein said first layer is composed substantially of gravel and said second and third layers are composed suBstantially of wooden members.
US887207A 1969-12-22 1969-12-22 Permafrost drilling method Expired - Lifetime US3602323A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US88720769A 1969-12-22 1969-12-22

Publications (1)

Publication Number Publication Date
US3602323A true US3602323A (en) 1971-08-31

Family

ID=25390680

Family Applications (1)

Application Number Title Priority Date Filing Date
US887207A Expired - Lifetime US3602323A (en) 1969-12-22 1969-12-22 Permafrost drilling method

Country Status (2)

Country Link
US (1) US3602323A (en)
CA (1) CA926636A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3675430A (en) * 1970-02-05 1972-07-11 Atlantic Richfield Co Arctic construction and drilling
US3791443A (en) * 1971-12-13 1974-02-12 Atlantic Richfield Co Foundation for construction on frozen substrata
US3818712A (en) * 1972-07-10 1974-06-25 Atlantic Richfield Co Frozen embankments
US3846989A (en) * 1972-07-10 1974-11-12 Atlantic Richfield Co Insulated embankment design techniques
US3859800A (en) * 1973-03-15 1975-01-14 Dow Chemical Co Air convection device 2 a.g. for permafrost stabilization
US3990502A (en) * 1971-02-04 1976-11-09 The Dow Chemical Company Arrangement to control heat flow between a member and its environment
US6745852B2 (en) 2002-05-08 2004-06-08 Anadarko Petroleum Corporation Platform for drilling oil and gas wells in arctic, inaccessible, or environmentally sensitive locations

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2939290A (en) * 1954-10-01 1960-06-07 Shell Oil Co Marine drilling rig foundations
US3244242A (en) * 1960-09-19 1966-04-05 Kerr Mc Gee Oil Ind Inc Drilling equipment

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2939290A (en) * 1954-10-01 1960-06-07 Shell Oil Co Marine drilling rig foundations
US3244242A (en) * 1960-09-19 1966-04-05 Kerr Mc Gee Oil Ind Inc Drilling equipment

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
Dier, New Ideas Solve Permafrost Drilling/Cementing Problems, World Oil, May 1969, pages 89 92. 166 Permafrost Digest *
Uren, Petroleum Production Engineering, Oil Field Development, Fourth Edition, McGraw-Hill Book Co. Inc., New York, 1956, page 127. Copy in Gp 350. *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3675430A (en) * 1970-02-05 1972-07-11 Atlantic Richfield Co Arctic construction and drilling
US3990502A (en) * 1971-02-04 1976-11-09 The Dow Chemical Company Arrangement to control heat flow between a member and its environment
US3791443A (en) * 1971-12-13 1974-02-12 Atlantic Richfield Co Foundation for construction on frozen substrata
US3818712A (en) * 1972-07-10 1974-06-25 Atlantic Richfield Co Frozen embankments
US3846989A (en) * 1972-07-10 1974-11-12 Atlantic Richfield Co Insulated embankment design techniques
US3859800A (en) * 1973-03-15 1975-01-14 Dow Chemical Co Air convection device 2 a.g. for permafrost stabilization
US6745852B2 (en) 2002-05-08 2004-06-08 Anadarko Petroleum Corporation Platform for drilling oil and gas wells in arctic, inaccessible, or environmentally sensitive locations
US20100143044A1 (en) * 2002-05-08 2010-06-10 Kadaster Ali G Method and System for Building Modular Structures from Which Oil and Gas Wells are Drilled

Also Published As

Publication number Publication date
CA926636A (en) 1973-05-22

Similar Documents

Publication Publication Date Title
Simpson et al. The engineering implications of rising groundwater levels in the deep aquifer beneath London
Yang et al. Pre-grouting reinforcement of underwater karst area for shield tunneling passing through Xiangjiang River in Changsha, China
US3602323A (en) Permafrost drilling method
Fischer et al. Karst site remediation grouting
US3654766A (en) Drilling
Mitchell et al. Control of volume changes in expansive earth materials
Moneymaker Subriver solution cavities in the Tennessee Valley
McGown et al. Practical aspects of the design and installation of deep vertical drains
CN206944885U (en) A kind of asphalt concrete face slab defect range-measurement system
Crampton Changes in permafrost distribution produced by a migrating river meander in the northern Yukon, Canada
Black Some problems in engineering geology caused by permafrost in the Arctic Coastal Plain, northern Alaska
Kennard et al. SELSET RESERVOIR: DESIGN AND CONSTRUCTION.
SU619573A1 (en) Method of erecting structure base in soft cripple soils
Åberg Model tests on oil storage in unlined rock caverns
Rowe Failure of foundations and slopes on layered deposits in relation to site investigation practice
Creath et al. Altering surface drainage for better land use
Posson et al. Meeting the Challenge of Reconstructing Mountain View Lake Dam.
Al-Shaikh-Ali The behaviour of Cheshire Basin lodgement till in motorway construction
McClain et al. General Geology of the Red Oak Gas Area Latimer and Leflore Counties, Oklahoma
Olson Failure of a Twenty-Foot High Retaining Wall
PARROTT Control of a slide by vertical sand drains
Markwick SOIL MECHANICS IN ROAD AND AERODROMES CONSTRUCTION.
Tailor Ravin et al. ECO EZEIC:''C''(Cll (Cl
Brown Distribution of Permafrost in Canada'
Gerhardt Soil modification highway projects in Colorado