AU595882B2

AU595882B2 - Rigidification of semi-solid agglomerations

Info

Publication number: AU595882B2
Application number: AU73220/87A
Authority: AU
Inventors: Dwight N. Hartley; Tyrus W. Hartley
Original assignee: Soli-Tech Inc
Current assignee: Soli-Tech Inc
Priority date: 1984-07-05
Filing date: 1987-05-20
Publication date: 1990-04-12
Anticipated expiration: 2007-05-20
Also published as: CA1234499A; AU7322087A

Description

Form COMMONWEALTH OF AUSTRALIA PATENTS ACT 1952-69 COMPLETE SPECIFICATION

(ORIGINAL)

Class Int. Class Application Number: Lodged: 7 3220 /9'7 Complete Specification Lodged: Accepted: Published: Pri'rity: Related Art Tis docLn~elnt C entii arnedrnen ts inade LIi his.

Section 49 and is corm,- pinting.

Name of Applicant: SOLI-TECH, INC.

Addiess of Applicant: Actual Inventor: P.O. Box 541, Kawkawlin, Michigan 48631, United States of America TYRUS W. HARTLEY and DWIGHT N. HARTLEY

I

Address for Service: EDWD. WATERS SONS, 50 QUEEN STREET, MELBOURNE, AUSTRALIA, 3000.

Complete Specification for the invention entitled: RIGIDIFICATION OF SEMI-SOLID AGGLOMERATIONS The following statement is a full description of this invention, including the best method of performing it known to nIvcntor or art I, ,nor, and DWIGHT N. HARTLEY DECLARED awkawlin, Michigan,

U.S.A.

th is d ay o 7 Appl ants.

day SOL -TECH Signature T of A p plicant or SApplicn.. y To: Dwig N. Hartley To: President THE COMMISSIONER OF PATENTS. res-dent 1 RIGIDIFICATION OF SEMI-SOLID AGGLOMERATIONS This invention relates to the rigidification of semi-solid agglomerations of the kind resulting from the drilling of oil and gas wells.

In the drilling of an oil or gas well it is conventional to employ a drilling rig to power a rotary, hollow drill pipe at the lower end of which is a drill bit which is advanced downwardly into the earth.

Operation of the drilling apparatus is. accompanied by the delivery of water to the upper end of the drill pipe and under such force as to cause the water to flush the cuttings from the bottom of the bore and return and carry them to the surface. Conventionally, the water is supplemented with clayey material commonly referred to as drilling mud. The drilling mud may contain a number of ingredients, including fresh or salt water, so as to render the mud sufficiently plastic to flow while retaining sufficient body or viscosity to effect sealing of the walls of the well bore and to maintain in suspension the drill cuttings as the latter are moved upwardly of the well bore.

I cl I CC 44 C

ICC

I I Typical muds are provided by Wyoming bentonite or sodium montmorillonite. Another clay commonly used for mud is attapulgite.

The particular kind of clay or similar substance used for a drilling mud will depend upon a number of factors which are of no particular significance to the method herein disclosed. All of the materials used for drilling muds, however, have the common characteristic that, when the drilling operations are completed, the spent muds are agglomerated with well cuttings and liquids, usually brine, in a semi-solid slurry or mass having no form stability or structural strength and a consistency similar to that of toothpaste with a funnel test viscosity of between about 15 40 to 60 sec./l.

At the completion of well drilling operations a large quantity of the agglomerated materials must be disposed of. These materials may not simply be scattered about the well site, or even collected in a pit adjacent the drilling site, for several reasons.

One i~ason is that the chlorides from the brine will contaminate the soil and adjacent ground waters.

Another reason is that, since the agglomeration has no appreciable stability, it is not possible to restore the ground to the condition it had prior to the excavation of the pit. That is, excavated earth cannot 3 simply be returned to the pit with the agglomerated materials inasmuch as the latter would ooze from the pit and result in the formation of a quagmire.

Because of the difficulties encountered heretofore in disposing of well cuttings and materials associated therewith at the well site, it has been the practice to load suc! materials in tank trucks and transport them to a central disposaZ site. The time and expense of such practice make the cost of such disposal exorbitant.

The method according to the invention is especially adapted for use in disposing of residues from the drilling of oil and gas wells at the well site and in such manner as to avoid ecological contamination and at the same time enabling S the land adjacent the drilling site to be restored to its S original appearance and use.

S,,According to one aspect of the present invention there is disclosed a method of rigidifying a semi-sold agglomeration of solids and liquids contained in a pit having a depth greater than that of said agglomeration, characterized in that said method comprises permitting the agglomeration within said pit to stand for a period of time sufficient to cause @111 3o0 heavier solids to settle and excess liquids to accumulate atop such agglomeration; removing at least a substantial portion of said excess liquids; adding to and mixing with the agglomeration in said pit a quantity of meal including a hygroscopic poweder, a cementitious binder, and an aggregate to form a substantially homogeneous mass, the quantity of said meal, said binder, and said aggregate added to said agglomeration being insufficient to overflow said pit; and curing said mass to form a substantially rigid matrix.

Preferably alter appropriate curing of the matrix the latter may be covered with other aggregate remaining from the excavation of the pit, whereupon the rigidified matrix not only will provide support for the covering material, but also support for tractors and other machinery, thereby enabling the site of the pit to be farmed or otherwise used. The excess of SI BA4/ T 0'

I

ii 4 the aggregate material resulting from the excavation of the pit may be distributed over a wider area or, if desired, hauled away for other purposes.

A process of solidifying the semi-solid residues from well drilling operations is disclosed in the following description and illustrated in the accompanying drawings, wherein: Figure 1 is a top plan view of a typical pit that has been excavated adjacent a well-drilling site; Figure 2 is a sectional view taken on the line 2-2 of Figure 1 and illustrating one stage of the method; and

S(

I I *.j Figures 3-5 are views similar to Figure 2 but illustrating successive stages in the performance of the method.

Preparatory to the practice of the method according to the invention an open top enclosure or pit 1 is excavated adjacent the site at which an oil or gas well is to be drilled. The pit 1 preferably is square in plan view, but can be of any other shape. The pit o °o also preferably has a flat bottom 2 and downwardly 040 10 sloping side walls 3. Again, however, the particular rshape of the pit's bottom and side walls may vary. It 0 0 is preferred, however, that the pit have a regular, geometric configuration, thereby facilitating computation of the pit's volume.

S"o 15 Following excavation of the pit, a moisture 4 00 04 0 d impervious liner 4 formed of polyvinylchloride or the 0 like is pl- .ed in the pit so as to span the bottom, cover the side walls, and extend away from the pit over the upper surface of the adjacent ground. The 4 4 o0 20 marginal edges 5 of the liner thus form a protective apron adjacent the upper marginal edges of the pit.

In the drilling of a well it is conventional practice to utilize fluids and clayey materials, referred to as drilling muds, to assist in the support of the drill pipe and to flush chips or cuttings from the bottom of the bore for discharge from the mouth of 6 the bore. In the process of drilling it is common for the drill to pass through levels containing brine j which becomes mixed with the mud and cuttings and is discharged from the mouth of the bore as an aqueous agglomeration. These materials conventionally are delivered to a settling tank from which some portion of the mud may be reclaimed for recirculation through o 0 the well bore. Eventually, however, the used mud 00 0 o becomes spent and must be replaced with fresh mud.

o 'o 10 The spent mud, along with cuttings, brine, and other 0on 0 0 0C 0 materials resulting from the drilling operation are 0 00 0 discharged to the pit 1, thereby enabling the settling tank to be used repeatedly during the drilling opera- 0 000 tion.

O 0 At the conclusion of the drilling operation the o 00 remaining contents of the settling tank are discharged to the pit 1, but the depth of the pit preferably is 3-6 feet greater than the height of the materials 0000 ooC, discharged to the pit. These materials comprise a semi-solid agglomeration 6 composed of the liquidsaturated mud, the cuttings, and the liquids. The liquids conventionally constitute a brine which, in some sections of the country, is composed of about water and 25% water soluble sodium chloride and other soluble salts. The constituency of the brine is not critical to the method, although it is desirable that

LLII-

7 the brine contain a high percentage of chlorides.

Following discharge of the agglomeration and liquids to the pit, the materials are permitted to stand for a period of time, such as one to two days, more or less, to permit the denser fractions of the contents to settle to the bottom of the pit. This will result in the provision of a layer of excess c09a co0 a liquid 7 atop the agglomeration 6. Thereafter, the 00 0 o excess liquid is pumped into tank trucks or the like 00 0 09 a 10 and transported elsewhere for disposal. The residue 00 G9 00 0 0 0 o, in the pit still contains a high percentage of liquid, 0 0 as a consequence of which the agglomeration comprises oa a slurry having a consistency corresponding sub- 0 stantially to that of toothpaste and no appreciable o o0 15 stability or load bearing strength.

0 00 0 0 0 0 00 o Following removal of the layer of excess liquid from the pit, a meal 8 is added to the contents of 0000 0oooo0 the pit 1. Preferably, the meal is delivered to the 0 0 o site in a truck equipped with pneumatic discharge means which feeds the meal to a portable cyclone mounted at the free end of a boom carried by a crawler-type vehicle which has a backhoe. The vehicle may traverse the perimeter of the pit so as to discharge the meal in a substantially uniform layer over the entire surface of the pit's contents. For best results, the width of the pit should not be so great that the boom cannot 8 reach at least half way across the pi,.

The meal 8 comprises a mixture of cement kiln dust (CKD) and a cementitious binder such as Type I cement. CKD is a waste product resulting from the manufacture of cement. In the United States alone CKD accumulates at the rate of several million tons per year and represents a significant pollution control problem confronting the cement industry. CKD is not a hazardous waste, but is produced in such large volume that it poses a severe disposal problem. Some commercial uses have been proposed for CKD, such as its being used as a substitute for lime, but the extent of such usage thus far has been relatively small in comw¢ a parison to its production. Utilization of CKD as a major constituent of the meal used in the process 15 according to the invention represents the largest commercial use of CKD presently known.

(I

1Following the addition of the layer of meal 8 to the pit's contents, the meal and the agglomeration 6 are mixed mechanically by means of the aforementioned i 20 backhoe to form a substantially homogenous mixture 9.

The mixing causes the CKD, which is highly hygroscopic, to encapsulate the solids of the agglomeration. The mixing also causes the cement phase of the meal to coat the encapsulated solids and serve as a binder therebetween.

Following mixing of the agglomeration and the 9 meal, the mixture 9 may be allowed to cure, but it is preferred to combine the mixture with an aggregate The aggregate may comprise the earth, stones, gravel, sand, clay, and the like which were excavated in the formation of the pit 1. The aggregate may be added to the pit by means of backhoes, bulldozers, and the like and is mixed with the mixture of agglomeration and meal by means of backhoes until there is a substantially t homogenous mass 11. The combined amount of meal, binder, and aggregate added to the pit is insufficient to overflow the latter. The solids of the agglomeration 6 and the solids of the aggregate 10 will be encapsulated by the CKD and coated with the cement.

Following formation of the mass 11, the latter is permitted to cure and form a rigid matrix. The curing time will vary according to climatic conditions, but a period of 12 to 24 hours usually is sufficient to enable Sthe mass to rigidify adequately. The presence of chloride as a constituent of the mass accelerates the curing thereof.

A field test for rigidification of the matrix may be performed by the use of a backhoe. The boom of the backhoe may be extended over the pit and the bucket at the free end of the boom placed atop the matrix. The boom then may be extended. If the bucket enters the matrix, curing is incomplete. If the crawler vehicle S 0 O 00 0 00 0o o ro 0 o o o 0 0 o O 0 00 0 0 00 00 0 00 0 00 00 0 0 00 0o 0 0 0 0 on which the boom is carried is caused to tilt, however, then curing is complete. The matrix formed according to the invention conforms to the compaction requirements of the Resource Conservation and Recovery Act of 1976 (RCRA).

In some jurisdictions it is required to cover the matrix with a moisture impervious liner. If so, the marginal edges 5 of the liner may be turned inwardly so as to overlie the upper surface of the matrix.

10 Any unlined area which may exist then may be covered by an additional liner. Thereafter, additional aggregate 12 resulting from the excavation of the pit may be used to fill the pit. The excavated material in excess of that which can be returned to the pit then may be 15 distributed over the adjacent area or trucked elsewhere.

The method according to the invention enables the pit site to be returned to its original condition following drilling operations with the exception that the site includes the buried, rigid matrix. The rigidity of the matrix is sufticient to support farm vehicles, thereby enabling the land to be farmed if desired.

Cement kiln dust furnished by a number of cement manufacturers has been used in the practice of the process. Although the specific chemical analysis of each manufacturer's CKD may vary, and successive batches 1 11 from each manufacturer often also may vary, the variations are relatively small and do not appear to have any effect on the rigidification of the agglomeration.

A chemical analysis of CKD used in the method and furnished by one cement manufacturer is as follows; Compound Weight Percent Cao 51.64 siO 2 14.76 A1 2 0 3 4.64 Fe 2

O

3 1.91 MgO 1.56 3 10.30 and Na 2 Q 3.26 An analysis of another manufacturer's cKD used in the method is as follows: oMpound Weight Percent St CaO 44.86 sio 2 13.94 A120 3 4,25 Fe 2 03 2.61 MgO 2 7^ S03

K

2 0 and NaO 2

Q

An average analysis of all CKDs used thus E as follows: CaO 49.0% Sj-0 2 15.3 A1 2

Q

3 38~ Al,03 3oS te07 2.2% 803 8. 7o K2Q and NA 2 0 4.2t All of the CKos used thus far inclUdO sb stantial quantity of oxides which react with thi 12 liquids in agglomeration to form water insoluble hydroxides.

Chemical analyses of typical agglomerated materials delivered to the pit 1 revealed that solids constituted about 54% of such materials and the remainder of the material was a brine composed of about calcium, potassium, and sodium chlorides and traces of other minerals.

The specific proportions of ingredients used in the method according to the invention maj vary according to the kinds of drilling muds and liquids used, as well as the kinds and particle sizes of the well cuttings and the aggregate used. In practice it has been found that the following ranges of proportions of the most com'onty used materials produce satisfactory results: Material Weight Percent Drilling mud 70-75 Cement kiln dust 4-11 Cement 0.3-1.0 Aggregate 20-25 The particular order in which the materials are mixed does not appear to make any significant difference in the effectiveness of the method. It is easier to obtain a good mixture of the agglomeration and the meal by mixing them prior to the addition of the aggregate, however, because of the fluidity of the agglomeration 13 and the lower quantity of meal compared to that of the aggregate.

Neither is it necessary to place the meal atop the agglomeration prior to mixing. The meal could be added to and mixed with the agglomeration in bucketsfull, and the same observation applies to the addition and mixing of the aggregate. Applying these materials S 00 000 in layers, however, facilitates the measurement of the o 0 o oa o respective materials.

o 10 Once the agglomeration is in condition for 0 0 0o solidification, it has settled and the excess liquid has been removed, it requires only between about 00 2 and 3 hours to mix about 1,050,000 pounds of agglomeo oo (o 0 o°o rated materials with about 70,000 pounds of meal and about 325,000 pounds of aggregate. The method, therefore, is relatively quickly performed with consequent economy.

0000 0 0 0000 0 6 0 0 00

Claims

1. A method of rigidifying a semi-solid agglomeration of solids and liquids contained in a pit having a depth greater than that of said a 4c agglomeration, characterized in that said method comprises permitting the agglomeration within said Q 44 S, pit to stand for a period of time sufficient to cause heavier solids to settle and excess liquids to accumulate atop such agglomeration; removing 10 at least a substantial portion of said excess liquids; adding to and mixing with the agglomeration in said pit a quantity of meal (8) flt including a hygroscopic powder, a cementitious binder, and an aggregate (10) to form a 4" 15 substantially homogeneous mass the quantity of 4 c said meal, said binder, and said aggregate added to said agglomeration being insufficient to overflow said pit; and curing said mass to form a substantially rigid matrix.

2. The method according to claim 1 further characterized in that the quantities of solids and liquids in said agglomeration are such that it has the consistency of a slurry having no substantial structural strength.

3. The method according to claim 1 further characterized by covering the bottom and sides of said pit with a moisture impervious liner prior to introducing said agglomeration into said pit.

4. The method according to claim 1 further characterized in that said pit has a depth greater than the height of said matrix, and covering said matrix with additional aggregate.

The method according to claim 1 further characterized in covering said matrix with a moisture impervious liner prior to covering said matrix with said additional aggregate.

6. The method according to claim 1 further characterized in that said agglomeration comprises between about 70 and 75 weight percent of said mass.

7. The method according to claim 1 further characterized in that said meal comprises between about 4 and 11 weight percent of said mass.

8. The method according to claim 1 further characterized in that said aggregate comprises between about 20 and 25 weight percent of said mass.

9. The method according to claim 1 further characterized in that said binder comprises between /i i i 71 about 0.3 and 1.0 weight percent of said mass.

10. The method according to claim 1 further characterized in that said meal is composed of a powder containing a substantial quantity of oxides which react with liquids in said agglomeration to form water insoluble hydroxides.

11. The method according to claim 10 further characterized in that said quantity of oxides includes calcium oxide.

12. The method according to claim 1 further characterized in that said agglomeration includes brine.

13. The method according to claim 1 further characterized in that said agglomerations result from the drilling of a well.

14. The method according to claim 13 further characterized in that said agglomeration includes drilling mu 11 cuttings, and brine.

The .ethod according to claim 1 further characterized in that said meal comprises cement kiln dust and said cementitious binder comprises cement.

16. A method of rigidifying a semi-solid agglomeration of solids and liquids substantially as described. DATED this 19th day of May 1987 SOLI-TECH, INC. EDWD. WATERS SONS PATENT ATTORNEYS QUEEN STREET MELBOURNE. VIC. 300A