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Method of well water production zone isolation. RU patent 2504640.

IPC classes for russian patent Method of well water production zone isolation. RU patent 2504640. (RU 2504640):

E21B33/138 -
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FIELD: oil-and-gas industry.

SUBSTANCE: proposed method comprises making the mortar to be injected to well and forced into interval to be isolated. After injection of mortar into well in amount of 10% of total amount, portion of fibro fibers is added thereto under mortar jet. First portion of fibro fibers is fed in 3 mm length, minimum, and in minimum amount of 1 kg per 1 m of mortar. At insignificant increase in injection pressure, 2nd, 3rd and 4th portions of fibro fibers (6, 12, 18 mm-long) are added in portions of 2-5 kg per 1m of mortar till pressure of 70-90% of permissible pressure to operating string or to pools. Injection is terminated to force mortar with fibro fibers, process fluid to permissible pressure to string or to pools. Solution residues are washed off by back-flushing. Well is closed for mortar hardening period.

EFFECT: higher efficiency of isolation, fast process.

 

Offer applies to the oil and gas industry and is designed for repair and isolation works in wells.

There is a method of isolation, carried out using injection composition to block aquifers, which contains water-soluble polymer number of acrylic, silicate of sodium, the regulator gelling, water and additive, which use wood chips, modified suspension of water-soluble viscous fluid (Pat. RU №2120547, IPC 21 33/138, publ. 20.10.1998, bul. №29). The composition of pumped into the well for isolation of aquifers using effect.

The disadvantage of this method is that it has low mechanical strength, insufficient, for example, for fixing poorly cemented and crumbling rocks, and in case of creation in the well alternating depression composition washed out due to the fast-break water into the well along the isolation of the screen.

The closest to the technical nature of the proposed method is a method of water influx isolation cement mortar (A.D. Amirov, S. , I.B. Sarkisov. Overhaul repair of oil and gas wells, Baku, , 1953, .230). According to the method of injection of cement is produced through tubing (NKT) with subsequent squeeze of reagent slug into the formation process liquid. If in the process of pumping of cement pressure does not rise, then the entire cement mortar is forced into the reservoir, leaving in the tubing, without waiting for the expiry of the hardening of cement, produced a second operation cementing. After the end of the period of hardening cement remaining in the tube , experiencing the production casing tightness and in case of a negative result is produced operational column, using resins or other materials.

The disadvantage of this method is that a single injection is not always possible to isolate water production and effect of the application of the method is often best achieved only after repeated downloads of cement mortar.

The technical purpose of the proposal is to increase the effectiveness of insulation zones water production wells at the expense of increasing the strength of the water isolation composition containing reinforcing additives, while saving water isolation composition and reduction of time for carrying out of works.

The task is solved by a method to isolate areas of water inflow in the well, including the preparation of cement mortar of cement and fresh water when respect to The W/C - 0.5-density within 1800-1850 kg/m 3 , a continuous supply of cement from machines in Chanak road cementing unit CA-320M, consistent pumping into the hole and in isolated by interval.

What is new is that after injection into a well cement in the amount of 10% of total volume in Chanak road cementing unit under a stream of cement additionally add portions of the glass-reinforced plastic rods, the first portion of glass-reinforced plastic rods minimum length is 3 mm and a minimum of 1 kg on 1 m 3 of the cement mortar, with a slight increase in pressure pumping added the second, third and fourth portions of the glass-reinforced plastic rods with widths 6, 12, 18 mm with a number of glass-reinforced plastic rods in increments of 2 to 5 kg per 1 m 3 of cement mortar before reaching the pressure corresponding to the 70-90% of the allowable pressure on the production casing or reservoirs, injection stop, cut through the grout with a process liquid with the density of the corresponding density of the liquid well killing, to obtain the maximum permissible pressure on the production casing or strata, after which the remains of cement mortar with wash back-flushing with counter-pressure, equal to 40-60% of the permissible pressure at , then, without reducing pressure hole cover and leave on a waiting time of hardening of cement RFQ.

Used in the proposed sentence reagents for preparation of cement mortar and grout with :

- cement GOST 1581-96. Portland cement ( II-50);

- this type of length 3, 6, 12, 18 mm on that 2272-006-13429727-2007. Fiber construction . This type represents a fiber made of thermoplastic polymers.

It is known that the cement stones, received during the curing of the cement mortar, high durability on compression, have relatively low tensile and Flexural strength, as well as some of permeability to gases and liquids. To correct these deficiencies use a lot of different ways, one of which is the reinforcement of cement stone various fibrous materials, both organic and inorganic origin.

Widespread glass, steel, cellulose, synthetic and other fibers. They all have different physical and mechanical properties: resistance to them aggressive environments and temperatures, ecological safety and other Fiber can be made of thermoplastic polymers (polyethylene terephthalate, polybutylene terephthalate, polypropylene, polyethylene, polyamide or other high-molecular polymers) in various combinations core/shell. This type is intended for use in concrete and solutions on the cement, plaster, binding, the production of concrete and reinforced concrete structures of civil, industrial, road, construction to improve the complex of physical-mechanical properties of a cement stone (durability, water resistance, frost resistance and corrosion resistance of concrete and mortar).

This type is added in small amounts to the cement, has a positive influence on physical-mechanical parameters of cement mortars.

The essence of the proposed technical solution consists in the following. Prepare the mortar mixing cement of mark II-50 and freshwater density of 1000 kg/m 3 at respect of 0.5 (W/C=0,5) with a density of cement within 1800-1850 kg/m 3 . Cement mortar of vehicles continuously served in Chanak road unit of CA-320 M, where with the help of a pump unit of CA-320 M pumped into the well. After the injection of a cement solution in an amount of 10% of its total volume, without interrupting the injection, in Chanak road under a stream of cement continuously and uniformly add portions of the glass-reinforced plastic rods. Add the first portion of glass-reinforced plastic rods, starting with a minimum length of 3 mm, with a minimum of 1 kg on 1 m 3 of cement mortar. This size of the glass-reinforced plastic rods allows cement mortar with penetrate the small pores in the reservoir flooded and isolates them. The volume of injected cement mortar with the first and each subsequent portion of glass-reinforced plastic rods 10-50% of the total volume of cement mortar. If the pressure in injection will not be increased or increased slightly, injecting continue to add in a cement mortal second portion of glass-reinforced plastic rods of length 6 mm, number 2 to 5 kg per 1 m 3 of cement mortar. Such a solution does not penetrate the small pores, but cements medium and large pores of the reservoir, etc. If the pressure in injection will not be increased or increased significantly, the download continues until the pressure corresponding to the 70-90% of the allowable pressure on the production casing or strata. The third portion of delivering this type 12 mm in length, fourth portion - 18 mm, and the number of glass-reinforced plastic rods in portions choose 2-5 kg per 1 m3 of cement (the number of glass-reinforced plastic rods in portions of selected depending on the injectivity of the insulated interval and pumping pressure). Thus, increase the length and number of glass-reinforced plastic rods in portions.

By consecutive pumping of cement mortar with (increasing the length of glass-reinforced plastic rods and its number on each portion) should result in an increase of pumping pressure. The pumping of cement mortar with continue until the pressure corresponding to the 70-90% of the allowable pressure on the production casing or strata. If this pressure is reached when you add the first or subsequent portions of the glass-reinforced plastic rods, the injection of cement mortar with cease. If the pressure remains unchanged, the injection of cement mortar with portions of the glass-reinforced plastic rods continue until the pressure corresponding to the 70-90% of the allowable pressure on the production casing or strata.

The total volume of cement mortar and grout with required for injection into the hole while limiting water production depends on the density of water injection wells. It is set during test-field works in the wells and it is chosen according to the table:

Table

- The total volume of cement mortar and grout with

Specific acceleration of the insulated interval, m3 /(h·MPa), within

The desired solution volume, m 3 , within*

from 1.5 to 2.5

from 3 to 5

from 2,5 to 3,5

from 5 to 7

more than 3.5

from 10 to 15

* The volume of cement mortar is 10% of the total volume of cement mortar and grout with

Cement stone received after curing of the cement mortar with , impermeable to fluids and is corrosion-resistant, provides a good grip with the breed and the production casing well. Cement stone also has a high resistance to tension and high fracture toughness, because glass-reinforced plastic rods provide effective resistance to disclosure cracks not only due to coupling (resistance in the axial for glass-reinforced plastic rods direction), but thanks to resistance in the transverse direction. In contrast to the method, taken as a prototype, the isolation zones of water inflow is achieved once - there is no need reinjection, as well as insulated interval well using resin, then waiting solidification resin followed by resin bridge and so on, because this is achieved by saving insulating composition and, therefore, reduce the time of the works.

Example 1. Diameter of casing - 168 mm, perforation interval - 820,0-837,0 m Well is filled process liquid density of 1800 kg/m 3 . Interval violations 140,0-143,0 M. the Depth of the cutting bridge - 153,0 m Pickup violations - 180 m3 /h at a pressure of P=2,0 MPa, specific pickup - 3.75 m 3 /(h·MPa). The maximum allowable pressure on the production casing - 10.0 MPa. In the well were launched in the tubing string pen and installed it on depth 120,0 m (see table), when the specific pickup 3.5 m 3 /(h·MPa), the total volume of cement mortar and grout with is 7,0 m 3 . Density of cement grout - 1850 kg/m 3 . Cement mortar of vehicles continuously served Chanak road CA-320 M, where with the help of the pump CA-320 M, pumped into the well 0.7 m at a pressure of 20 bar. Without interrupting the injection, in Chanak road under a stream of cement evenly added the first portion of glass-reinforced plastic rods starting with a minimum length of 3 mm and in quantity of 1 kg 1.0 m cement mortar. Download the first portion in the amount of 3.0 m 3 , and cement mortar with enters the small pores formation and isolates them, as evidenced by increased pumping pressure from 2.0 to 3.5 MPa. As the pressure increased slightly, injecting continued, added in a cement mortal second portion of glass-reinforced plastic rods of length 6 mm, increasing the number of glass-reinforced plastic rods in portion to 2 kg 1.0 m 3 cement mortar. 've uploaded the second portion in the amount of 2.0 m 3 , when this pressure is continuously increased from 3.5 to 5.0 MPa, reflecting the gradual completion and cementing medium and large pore formation. Further, the injection of a continued and added to cement a third glass of glass-reinforced plastic rods 12 mm in length, increasing the number of glass-reinforced plastic rods in portions of up to 3 kg 1.0 m 3 cement mortar. For injection into isolated by layer the third portion in the amount of 1.3 m 3 was growing pressure to 7.0 MPa - 70% of the maximum allowable pressure on the production casing. Further, without interrupting the process, carried out of cement mortar with mode impregnation course of the insulated space of a layer to obtain the maximum permissible pressure on the production casing, equal to 10,0 MPa. When used the process fluid density 1,180 kg/m 3 , the corresponding density of the liquid well killing. After that, the remains of cement mortar with washed back-flushing with counter-pressure, equal to 5.0 MPa (50% of the permissible pressure at ) to not create the great depression on a layer in which the grout with a still is in a liquid state. Not reducing the pressure, the well was closed and left for 48 hours RFQ. After the expiration of the time RFQ by columns pressed tubing with a feather identified a glass of hardened cement mortar with , it. When testing for tightness under pressure to 10,0 MPa and the decline in production column showed a complete air-tightness. Then performed well completion and completed it at work.

Example 2. Diameter of casing - 146 mm, perforation interval - 890,0-897,0 m Well is filled process liquid density 1100 kg/m 3 . Interval violations 152,0-157,0 M. the Depth of the cutting bridge - 167,0 m Pickup violations - 120 m 3 /h at the pressure P=1.0 MPa, specific pickup - 5,0 m3 /(h·MPa). The maximum allowable pressure on the production casing - 11,0 MPa. In the well were launched in the tubing string pen and installed it on depth 130,0 m (see table), when the specific pickup 5,0 m3 /(h·MPa), the total volume of cement mortar and grout with is 12.0 m 3 . Density of cement grout - 1830 kg/m 3 . Cement mortar of vehicles continuously served Chanak road CA-320 M, where with the help of the pump CA-320M poured into the well in the amount of 1.2 m 3 at a pressure of 1.0 MPa. Without interrupting the injection, in Chanak road under a stream of cement evenly added the first portion of glass-reinforced plastic rods, starting with a minimum length of 3 mm and in quantity of 1 kg 1.0 m 3 cement mortar. Download the first portion in the amount of 4.0 m 3 , and cement mortar with enters the small pores formation and isolates them, as evidenced by increased pumping pressure from 1,0 to 2,0 MPa. As the pressure increased slightly, injecting continued, added in a cement mortal second portion of glass-reinforced plastic rods of length 6 mm, increasing the number of glass-reinforced plastic rods in portions of up to 3 kg 1.0 m cement mortar. 've uploaded the second portion in the amount of 3.0 m 3 , when this pressure is continuously increased from 2.0 to 3.5 MPa, reflecting the gradual completion and cementing medium and large pore formation. Next injection continued, added in a cement mortal third glass of glass-reinforced plastic rods 12 mm in length, increasing the number of glass-reinforced plastic rods in portion to 4 kg 1.0 m 3 cement mortar. Download third portion in the amount of 2.0 m 3 , the pressure is increased from 3.5 to 6.0 MPa. After this added in a cement mortal fourth portion of glass-reinforced plastic rods with a length of 18 mm, increasing the number of glass-reinforced plastic rods in portion to 5 kg 1.0 m 3 cement mortar. For injection into isolated by layer the fourth portion in the amount of 1.8 m 3 was growing pressure to 8.8 MPa 80% of the maximum allowable pressure on the production casing. Further, without interrupting the process, carried out of cement mortar with mode impregnation of porous space of the insulated layer to obtain the maximum permissible pressure on the production casing, equal to 11.0 MPa. When used the process fluid density 1100 kg/m 3 , the corresponding density of the liquid well killing. After that, the remains of cement mortar with washed back-flushing with counter-pressure, equal to 6.6 MPa (60% of the permissible pressure at ), in order not to create the great depression on a layer in which the grout with a still is in a liquid state. Not reducing the pressure, the well was closed and left for 48 hours RFQ. After the expiration of the time RFQ by columns pressed tubing with a feather identified a glass of hardened cement mortar with , it. When testing for tightness under pressure 11,0 MPa and the decline in production column showed a complete air-tightness. Then performed well completion and completed it at work.

Thanks to the use of the proposed method to isolate areas of water inflow in the borehole increases the effectiveness of the insulation zones water production wells at the expense of increasing the strength of the water isolation composition containing reinforcing additives, while saving water isolation composition and reduction of time for carrying out of works.

 

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