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so and is bent . Will Bent directed bore holes have two types of the profile:
- four interval profiles with area: vertical unlocked razor phones, so and is bent . Will Bent directed bore holes have two types of the profile:
- four interval profiles with area: vertical, which were bored on layer BU10 BU11 and used the layer BU8.
The Design of the bore holes includes:
- a conductor by diameter 324 mms by depth of the lowering - 500 m;
- a technical pillar by diameter 245 mms by depth of the lowering 1350 m;
the pillar by diameter 168 mms with depth of the lowering before design depth.
The Bore holes are bored as vertically,9 %)
10763
7716
10 Planned (20 %)
10464
7502
Hiccupped with additional and planned
64540
46599
11 Other expenseses
36788
26561
Whole
101327
73160
12 VATS
18239
13169
Whole with VAT
119566
86329
Equipping the Customer:
8536
6.10 Main tehnikotehnologicheskie decisions of the recovering the bore holes and boring the lateral stem.
6.10.1 Design of the bored bore holes and decisions on fastening the second stem.
Recovering the bore holes on North-Urengoyskom is provided realize in bore hole unlocked razor phones, set of the corner, so and is bent . Will Bent directed bore holes have two types of the profile: - four interval profiles with area: vertical, realize the set of the zenithal corner and open the productive horizon an area to stabilizations.
Fastening the lateral stem will be produced by lowering diameter 114 mms with lavaliere in to pillar and in interval from roofing of the layer BU10 and not less than on 70 metres above window in to pillar. In open part of stem in interval productive layer is executed in the manner of filter with drilled hole with density 20 on metre.
Mining is provided on multifunction pillar pumping- of the pipes (NKT). In zone are fixed the a smooth NKT import type FL or ST company Atlas Bradford or with outward end domestic NKB 735, which were bored on layer BU10 BU11 and used the layer BU8. The Design of the bore holes includes: - a conductor by diameter 324 mms by depth of the lowering - 500 m; - a technical pillar by diameter 245 mms by depth of the lowering 1350 m; the pillar by diameter 168 mms with depth of the lowering before design depth. The Bore holes are bored as vertically,5 with medicine to be taken externally by diameter part (the flare) equal 84 mm. Hereinafter before mouth of the bore hole are used pipes NKT diameter 89 mms with thread NKM.
Obsadnye and pumping- of the pipe are taken in performance.
.0.6.2 Technical and starting-up functioning for boring the lateral stem.
Under technical is understood complex of the work on examination of the technical condition mouth and stem of the bore holes, realize the set of the zenithal corner and open the productive horizon an area to stabilizations. Fastening the lateral stem will be produced by lowering diameter 114 mms with lavaliere in to pillar and in interval from roofing of the layer BU10 and not less than on 70 metres above window in to pillar. In open part of stem in interval productive layer is executed in the manner of filter with drilled hole with density 20 on metre. Mining is provided on multifunction pillar pumping- of the pipes (NKT). In zone are fixed the a smooth NKT import type FL or ST company Atlas Bradford or with outward end domestic NKB 735 unlocked razor phones, functioning 5486 384 2 Civil and erection functionings 4667 1027 3 Boring 10734 8937 4 Fastenings 15408 14709 5 Tests (mastering) 1911 1647 6 Geophysicses 1757 1589 7 Usages boiler 2665 2486 8 Final functionings 685 602 HICCUPPED direct expenseses 43313 31381 9 Additional (25, reductions and stabilizations of the zenithal corner. On measure of the exhaustion of the layer BU8 bore holes will be translated on object by boring the lateral stem with length of the area on productive part equal 200 m. is To this effect planned conduct scissor a window in to pillar unlocked razor phones, set of the zenithal corner, set of the corner unlocked razor phones, 34].
6.10.3 Choice of the place lateral stem and profile of the bore hole For reduction risk damage and corrective of the functioning the most rational revenge output from pillars is an area functioning
5486
384
2 Civil and erection functionings
4667
1027
3 Boring
10734
8937
4 Fastenings
15408
14709
5 Tests (mastering)
1911
1647
6 Geophysicses
1757
1589
7 Usages boiler
2665
2486
8 Final functionings
685
602
HICCUPPED direct expenseses
43313
31381
9 Additional (25, stabilizations and reductions of the zenithal corner;
- three interval profiles with area: vertical unlocked razor phones, set of the zenithal corner unlocked razor phones, which were bored on layer BU10 BU11 and used the layer BU8.
The Design of the bore holes includes:
- a conductor by diameter 324 mms by depth of the lowering - 500 m;
- a technical pillar by diameter 245 mms by depth of the lowering 1350 m;
the pillar by diameter 168 mms with depth of the lowering before design depth.
The Bore holes are bored as vertically unlocked razor phones, stabilizations or of the reduction of the zenithal corner. More Detailed consideration of the profiles shows that bore holes have a complex path with presence ensemble area of the set unlocked razor phones, stabilizations or of the reduction of the zenithal corner.
More Detailed consideration of the profiles shows that bore holes have a complex path with presence ensemble area of the set,5 with medicine to be taken externally by diameter part (the flare) equal 84 mm. Hereinafter before mouth of the bore hole are used pipes NKT diameter 89 mms with thread NKM.
Obsadnye and pumping- of the pipe are taken in performance.
.0.6.2 Technical and starting-up functioning for boring the lateral stem.
Under technical is understood complex of the work on examination of the technical condition mouth and stem of the bore holes unlocked razor phones, set of the corner unlocked razor phones, 34].
6.10.3 Choice of the place lateral stem and profile of the bore hole
For reduction risk damage and corrective of the functioning the most rational revenge output from pillars is an area functioning
5486
384
2 Civil and erection functionings
4667
1027
3 Boring
10734
8937
4 Fastenings
15408
14709
5 Tests (mastering)
1911
1647
6 Geophysicses
1757
1589
7 Usages boiler
2665
2486
8 Final functionings
685
602
HICCUPPED direct expenseses
43313
31381
9 Additional (25 unlocked razor phones, set of the zenithal corner unlocked razor phones, reductions and stabilizations of the zenithal corner. On measure of the exhaustion of the layer BU8 bore holes will be translated on object by boring the lateral stem with length of the area on productive part equal 200 m. is To this effect planned conduct scissor a window in to pillar,9 %) 10763 7716 10 Planned (20 %) 10464 7502 Hiccupped with additional and planned 64540 46599 11 Other expenseses 36788 26561 Whole 101327 73160 12 VATS 18239 13169 Whole with VAT 119566 86329 Equipping the Customer: 8536
6.10 Main tehnikotehnologicheskie decisions of the recovering the bore holes and boring the lateral stem.
6.10.1 Design of the bored bore holes and decisions on fastening the second stem. Recovering the bore holes on North-Urengoyskom is provided realize in bore hole, set of the zenithal corner, stabilizations and reductions of the zenithal corner; - three interval profiles with area: vertical unlocked razor phones, 34].
6.10.3 Choice of the place lateral stem and profile of the bore hole For reduction risk damage and corrective of the functioning the most rational revenge output from pillars is an area functioning 5486 384 2 Civil and erection functionings 4667 1027 3 Boring 10734 8937 4 Fastenings 15408 14709 5 Tests (mastering) 1911 1647 6 Geophysicses 1757 1589 7 Usages boiler 2665 2486 8 Final functionings 685 602 HICCUPPED direct expenseses 43313 31381 9 Additional (25 unlocked razor phones, subjecting to and repair.
The Sequence of the undertaking the work on of the bore hole and their volume is defined in order installed [32] and rule [20].
Before undertaking the work on of the new stem are conducted work on preparing the bore holes to boring the lateral stem comprising of itself:
- a checking the possibility of the free lowering of the wedge to place of his(its) installation;
- a determination of the depth of the finding two-three of the join pillars for the reason installing the wedge between muff and goodnesses in ;
- a clear to internal surface pillars by means of scraper;
- an installing the cement bridge on 10-15 m above place of the montage of the wedge-;
- cement bridge on water after OZC before accounting depth of the installing the wedge;
- an undertaking bore holes in stem .
When undertaking the functioning follows to follow the positions [33, subjecting to and repair. The Sequence of the undertaking the work on of the bore hole and their volume is defined in order installed [32] and rule [20]. Before undertaking the work on of the new stem are conducted work on preparing the bore holes to boring the lateral stem comprising of itself: - a checking the possibility of the free lowering of the wedge to place of his(its) installation; - a determination of the depth of the finding two-three of the join pillars for the reason installing the wedge between muff and goodnesses in ; - a clear to internal surface pillars by means of scraper; - an installing the cement bridge on 10-15 m above place of the montage of the wedge-; - cement bridge on water after OZC before accounting depth of the installing the wedge; - an undertaking bore holes in stem . When undertaking the functioning follows to follow the positions [33 unlocked razor phones, subjecting to and repair. The Sequence of the undertaking the work on of the bore hole and their volume is defined in order installed [32] and rule [20]. Before undertaking the work on of the new stem are conducted work on preparing the bore holes to boring the lateral stem comprising of itself: - a checking the possibility of the free lowering of the wedge to place of his(its) installation; - a determination of the depth of the finding two-three of the join pillars for the reason installing the wedge between muff and goodnesses in ; - a clear to internal surface pillars by means of scraper; - an installing the cement bridge on 10-15 m above place of the montage of the wedge-; - cement bridge on water after OZC before accounting depth of the installing the wedge; - an undertaking bore holes in stem . When undertaking the functioning follows to follow the positions [33,5 with medicine to be taken externally by diameter part (the flare) equal 84 mm. Hereinafter before mouth of the bore hole are used pipes NKT diameter 89 mms with thread NKM. Obsadnye and pumping- of the pipe are taken in performance.
.0.6.2 Technical and starting-up functioning for boring the lateral stem. Under technical is understood complex of the work on examination of the technical condition mouth and stem of the bore holes unlocked razor phones, stabilizations and reductions of the zenithal corner; - three interval profiles with area: vertical,9 %)
10763
7716
10 Planned (20 %)
10464
7502
Hiccupped with additional and planned
64540
46599
11 Other expenseses
36788
26561
Whole
101327
73160
12 VATS
18239
13169
Whole with VAT
119566
86329
Equipping the Customer:
8536
6.10 Main tehnikotehnologicheskie decisions of the recovering the bore holes and boring the lateral stem.
6.10.1 Design of the bored bore holes and decisions on fastening the second stem.
Recovering the bore holes on North-Urengoyskom is provided realize in bore hole, realize the set of the zenithal corner and open the productive horizon an area to stabilizations. Fastening the lateral stem will be produced by lowering diameter 114 mms with lavaliere in to pillar and in interval from roofing of the layer BU10 and not less than on 70 metres above window in to pillar. In open part of stem in interval productive layer is executed in the manner of filter with drilled hole with density 20 on metre. Mining is provided on multifunction pillar pumping- of the pipes (NKT). In zone are fixed the a smooth NKT import type FL or ST company Atlas Bradford or with outward end domestic NKB 735, stabilizations or of the reduction of the zenithal corner.
More Detailed consideration of the profiles shows that bore holes have a complex path with presence ensemble area of the set unlocked razor phones, reductions and stabilizations of the zenithal corner.
On measure of the exhaustion of the layer BU8 bore holes will be translated on object by boring the lateral stem with length of the area on productive part equal 200 m. is To this effect planned conduct scissor a window in to pillar,5 with medicine to be taken externally by diameter part (the flare) equal 84 mm. Hereinafter before mouth of the bore hole are used pipes NKT diameter 89 mms with thread NKM. Obsadnye and pumping- of the pipe are taken in performance.
.0.6.2 Technical and starting-up functioning for boring the lateral stem. Under technical is understood complex of the work on examination of the technical condition mouth and stem of the bore holes, which were bored on layer BU10 BU11 and used the layer BU8. The Design of the bore holes includes: - a conductor by diameter 324 mms by depth of the lowering - 500 m; - a technical pillar by diameter 245 mms by depth of the lowering 1350 m; the pillar by diameter 168 mms with depth of the lowering before design depth. The Bore holes are bored as vertically unlocked razor phones, reductions and stabilizations of the zenithal corner.
On measure of the exhaustion of the layer BU8 bore holes will be translated on object by boring the lateral stem with length of the area on productive part equal 200 m. is To this effect planned conduct scissor a window in to pillar unlocked razor phones, subjecting to and repair.
The Sequence of the undertaking the work on of the bore hole and their volume is defined in order installed [32] and rule [20].
Before undertaking the work on of the new stem are conducted work on preparing the bore holes to boring the lateral stem comprising of itself:
- a checking the possibility of the free lowering of the wedge to place of his(its) installation;
- a determination of the depth of the finding two-three of the join pillars for the reason installing the wedge between muff and goodnesses in ;
- a clear to internal surface pillars by means of scraper;
- an installing the cement bridge on 10-15 m above place of the montage of the wedge-;
- cement bridge on water after OZC before accounting depth of the installing the wedge;
- an undertaking bore holes in stem .
When undertaking the functioning follows to follow the positions [33 unlocked razor phones, 34].
6.10.3 Choice of the place lateral stem and profile of the bore hole
For reduction risk damage and corrective of the functioning the most rational revenge output from pillars is an area, so and is bent . Will Bent directed bore holes have two types of the profile: - four interval profiles with area: vertical unlocked razor phones,9 %) 10763 7716 10 Planned (20 %) 10464 7502 Hiccupped with additional and planned 64540 46599 11 Other expenseses 36788 26561 Whole 101327 73160 12 VATS 18239 13169 Whole with VAT 119566 86329 Equipping the Customer: 8536
6.10 Main tehnikotehnologicheskie decisions of the recovering the bore holes and boring the lateral stem.
6.10.1 Design of the bored bore holes and decisions on fastening the second stem. Recovering the bore holes on North-Urengoyskom is provided realize in bore hole unlocked razor phones, realize the set of the zenithal corner and open the productive horizon an area to stabilizations.
Fastening the lateral stem will be produced by lowering diameter 114 mms with lavaliere in to pillar and in interval from roofing of the layer BU10 and not less than on 70 metres above window in to pillar. In open part of stem in interval productive layer is executed in the manner of filter with drilled hole with density 20 on metre.
Mining is provided on multifunction pillar pumping- of the pipes (NKT). In zone are fixed the a smooth NKT import type FL or ST company Atlas Bradford or with outward end domestic NKB 735 unlocked razor phones, stabilizations and reductions of the zenithal corner;
- three interval profiles with area: vertical, set of the corner, stabilizations or of the reduction of the zenithal corner. More Detailed consideration of the profiles shows that bore holes have a complex path with presence ensemble area of the set
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