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Проектный фундамент для новой индустриализации С. 14 в номере: аналитический научно-технический журнал осень-2014 3 (23) Денежный спор c. 24 Дешифрирование опасных геологических процессов для повышения качества на линейных объектах с. 74 Высокоразрешающая морская сейсмораз- ведка при инженер- ных изысканиях на акваториях с. 86 Комплексно ингибиро- ванные системы буровых растворов — основа решения проблемы обеспечения устойчи- вости глинистых пород в наклонных скважинах с АВПД c. 64 Модель разрушения и охрупчивания мате- риалов нефтегазовой промышленности c. 56

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Геоинжиниринг - полноцветный, ежеквартальный, 100 полос, отраслевой B2B журнал для профессионального, научного сообщества, представителей нефтегазового бизнеса и профильных регулирующих организаций России и стран СНГ. На страницах журнала публикуются материалы о новейших достижениях науки и техники в сфере нефтегазовых технологий, инженерных изысканий, строительстве, а так же аналитические исследования и обзоры. Основу читательской аудитории составляют постоянные подписчики — высшее и среднее руководство компаний, работающих в различных сегмента

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  • 12

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  • 14

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  • 17 3 (23) 2014

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  • 20

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    . , : , . , - . - 185 3: , , , - . -, , , , . , 2015 , - ., , , . , , , . . CNPC $ 400 . , . .ru - : , . , . , , , . 2006- 2009 , - , . , , . , - . , , , . , . Shell . , Shell 2006 . , 1,3 . 2. - , - .

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  • 21 3 (23) 2014

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  • 22

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  • 29 3 (23) 2014

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  • 30

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  • 34

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    . , . . [10]. - (. . 125 ) $ 50 000 ( ), $ 10 000 - 2 % . , ( $ 300 . 5 ), . $ 100 . , [10]: $ 25 000 , $ 10 000 2 % . [10]. , 80- - - . $ 50 000 - 2 5 % ( ). , $ 50 $ 100 . . $ 30 . - . , 25 000, $ 18 000, - $ 15 000. . 2010 8000 , - 20 % [18]. 2010 , - , 500 - , 2011 1454 [18]. - (. 3).

    :

    1. // http://hl.mailru.su/mcached?c=14-1%3A49-1&qurl= http%3A// albega.ru/news/information/vidyvuzov&q=%D0%B2%D0%B8%D0%B4%D1%8B%20%D1%83%D0%BD%D0%B8%D0%B2%D0%B5%D1%80%D1%81%D0%B8%D1%82%D0%B5%D1%82%D0%BE%D0%B2&r=389178&fr=webhsm.2. . . - // . . -. 1998. 262 .3. . . - / , 2. . . 2, 1999.

    4. . ., . ., . . - . ., -. 2013. 119 .5. . ., . ., . . - . (). . 2013. 210 . (ISBN 978-601-286-027-6).6. . ., . ., . . -- -20 // , N 4. 2012. . 10 14.7. . ., . ., . . - - // , N 1. 2013. . 64 69.8. - . 2011 / . . . .: , 2012. 9. 2013 // http://www.rfh.ru/index.php/ru/rezultaty/ analiticheskaya-informatsiya-o-rezultatakh-konkursov/273-obzor-konkursov-rgnf-2013-goda. 10. // http://bibliofond.ru/view.aspx?id=119416.11. . . - // , 11. . 2 (123). 2008. . 118 121.12. - - - - 2013 2020 . // http://www.tsu.ru/content/viu/roadmap/SU_roadmap_web1.pdf.13. 21 2013 . 426 - - 2014 2020 // http://base.garant.ru/70385450.14. 8 2013 . 760- - 2014 2020 .15. -- . ( . . 24.). . ., 2003. 44 . 16. // http://www.ng.ru/education/2010-09-21/8_repetitor.html.17. // http://old.mon.gov.ru/pro/ niu/6077.18. // http://www.kapital-rus.ru/articles/article/216596.19. . . . . . 2004.20. // http://xreferat.ru/105/5323-1-finansirovanie-nauchnyh-issledovaniiy-i-razrabotok-innovacionnoiy-ekonomiki.html.21. http://postupil63.ru/index.php/2009-11-15-11-38-57.22. http://rpp.nashaucheba.ru/docs/index-66746.html.23.http://www.herzen.spb.ru/main/nauka/1319113305/ 1319194044.

  • 38

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    . , , , . . , Cessna Aircraft . 500 . , , , , . , . -. , . . , . , , - . : - . - , , . . : , , , - . , . , -, . Cessna Caravan, Cessna Citation X+ . : . . Cessna , . ,

  • 54

    , . , . , , , . -. . - . , , , . Citation , . Citation CJ. , , CJ3, CJ4, . . , Cessna. Citation., . Cessna , Citation Fanjet 500. . - , Citation , 1948 . . , : , . , Citation. - Cessna , , . - , Citation I

  • 55 3 (23) 2014

    Citation

    - . 70- , 500 9000, . , Citation I . Cessna. , - . Citation I . , . , , -- Citation Latitude. , . , , . . , , Citation Sovereign+. Citation Latitude - Cessna Aircraft, - , . : . , , , , Sovereign+. , , - Latitude, Longitude XLS+. , , .

  • 56

    - - . 3.

    . .

    ,

    -

    e-mail: [email protected]

    . .

    e-mail: [email protected]

    - Fe-si. , - ( ), . - - , ( ). - , - .

    : , -

    , ( 621.791: 539.172: 669.15.26.74: 539.25).

    , [12]. , , , , , [3 10]. .

    -

    . . - . Fe-Si-. - . , , . - - - . Fe-0,2%Si, Fe-1,0%Si, Fe-2,0%Si, Fe-3,6%Si. , 45 , 80 , 120 .

  • 57 3 (23) 2014

    . 2. - - , . ( ). - , , - . - Fe57 , , . - : , ,

    . 3. -

    Fij --, ij , V . : (. 1) 3d- Fe - 3d-4s 3d-4s-3p (, 3d-3), Fe - . ,

    MODEL OF DESTRUCTION AND EMBRITTLEMENT OF MATERIALS OF OIL AND GAS INDUSTRY

    P. 3 Variation of electronic structure, depending on strain

    Y. S. Semenov associate professor of the machine science department, Yakutsk State University, Technological Institute of North-Eastern Federal University e-mail: [email protected]

    A. Y. Solovyeva senior professor of the marketing department, Arctic state institute of art and culture e-mail: [email protected]

    The work describes the implemented Mossbauer studies of influence of uniaxial loading on pattern binary samples Fe-Si. It was proved that elastic strain strongly affects electronic structure (chemical binding), which causes variation of critical temperature of cold brittleness. In the sphere of microflow, because of movement of atomic planes, environment of a resonant nucleus metamorphoses, which slightly changes the characteristics of Mossbauer spectra (for binary alloys of homogeneous structure). In the meantime, spin reorientation phase transitions, caused by dislocation climb and slide on planes.

    Keywords: cold brittleness of materials of pipe transportation, Mossbauer studies of states ofstrain, influence of strain on electronic structure

    1. - (- ).

    2. - Fe-si

    Vij= 23(F11-F12)(1+)ij

  • 58

    , -

    , 3d-. , - (. 1). - . Si - 0.2%; 1.0%; 3.6%. J3, J4 . . - , - . , , :- Fe-Si - , , - , ; - - - - ,

    . Fe - . - . ( 2- ) - . [18], - . , -- , , , , , - . . [34], , - , . . .

    , - . - .

    :

    1. . . . . 1. - // . 2007, . 416, 6.2. . . . . 2. - // . 2007, . 417, 4.3. . ., . ., . . // . , 1988, . 3, 11. . 81 864. . . . . : 1989 175 .5. . ., . . 092 . : 1983. . 3 5.6. . ., . ., . . // . . . . . 1988, . 3, 11. . 81 36.7. . ., . . // . 1991, 6. . 47 49.8. . ., . . // . , 1994. . 335, 1. . 52 54.9. . ., . . // . 1954. . 96. . 469 472.

    3. - ( -) Fe-si-: H ; eQ - ;

    Q= [3I2zI(I+1)+ (I2+I2)][1+eqQ

    4I(2I-1) 223 (F11-F12)(1+)ij]

    43210

    -1-2-3-4

    0 8 16 24 /2

    EQ H

    H EQ

    E

    E

    43210

    -1-2-3-4

    380

    360

    340

    320

    300

    33 2 (22) 2014

  • 33 2 (22) 2014

  • 60

    - - . 4. -

    . .

    ,

    -

    e-mail: [email protected]

    . . ,

    -

    . .

    - . , .

    : , , ( 621.791:

    539.172: 669.15.26.74: 539.25)

    [1 8] , - , , , , - . - - . - - .

    [1 8] . ,

    ( ) . ., [9], , , :

    , ( ), ull , xp (, T, u) (, T) , , ull=ul= l; - ( ). - .

    xp (,,u) = B (,,) + A2 + B4 + Cull2 + + Ku2ll / 2 ull

    (1)

  • 61 3 (23) 2014

    , , - :

    , , -. -, () , , . , - , . , . , - , :

    , , - , . :

    = (1/V)(V / T) , = V( / V)T - , l (l 2 = / ), . , . - .

    - uk :

    . - , . .:

    - u0ll :

    MODEL OF DESTRUCTION AND EMBRITTLEMENT OF MATERIALS OF OIL AND GAS INDUSTRY

    P. 4 Dependance of critical temperature of cold brittleness on strain

    Y. S. Semenov associate professor of the machine science department, Yakutsk State University, Technological Institute of North-Eastern Fed-eral University e-mail: [email protected]

    S. G. Kasyanov head of the information technology department, State educa-tional institution (SEI) Yakutsk College of Economics and Trade

    A. Y. Solovyeva senior professor of the marketing department, Arctic state insti-tute of art and culture

    The theory of dependence of critical temperature of cold brittleness is developed on the basis of the experimental data. The experiments result in expressions, defining fluctuation of critical tempera-ture of cold brittleness, depending on compression and tensile strain.

    Keywords: cold brittleness, state of strain, critical temperature of cold brittleness

    (xp )2/3

    xp = B; xp / = B / ; xp / = = B /

    / 0 = 0; / u0ll = 0

    0 = A / 2B; u0ll = CA / 2 KB(9)

    (8)

    (7)

    (6)

    (5)

    (4)

    (3)

    (2)

    2

    21

    +=

    TTC

    = 1

    2

    =

    =

    1t

    =

    ikik xxu

  • 62

    = B C2 / 2K - , :

    (10) (7) (8), :

    = 0 / 8B02 . ,

    (12) :

    F c2 c20 , , (13), :

    (14) , 0 , C >>1. :

    :

    , . [8], ,

    t=T-T, C -. (9), , -

    . , , , - , -, . , (1) , . - . ull / K , A = (C / Txp)t4/3 A = t ( t = Txp () Txp. , - () :

    (. . 1)

    ,

    (19) (20) , - - . (1).

    - (. . 1), . ,

    = 0 + 1 exp( it + ikx)

    (2 + c 2k2)u1l + 2ikC01 = 0

    ul = u0 + u1l exp( it + ikx)

    2ikC0u1l + (1/ i)1 = 0

    (1 / i)(c 2k2 2) 4k2C22 = 0

    =

    C / K CTxp

    t 4/3 = 0

    C / K t = 0

    (20)

    (17)

    (16)

    (15)

    (14)

    (13)

    (12)

    (11)

    (10)

    (19)

    (18)

    i

    ciFck

    =

    = 1

    2222

    i

    cic

    = 1

    2202

    220

    1

    =

    cic

    ik

    =

    +

    ==

    1,

    1,/1

    )1(2

    )(Im 2222

    20

    22

    c

    cck

  • 63 3 (23) 2014

    1. - -

    - - .

    :

    1. . . . . 1. - // . 2007, . 416, 6.2. . . . . 2. - // . 2007, . 417, 4.3. . ., . ., . . // . , 1988, . 3, 11. . 81 864. . . . . : 1989 175 .5. . ., . . 092 . : 1983. . 3 5.6. . ., . ., . . // . . . . . 1988, . 3, 11. . 81 36.7. . ., . . // . 1991, 6. . 47 49.8. . ., . . // . , 1994. . 335, 1. . 52 54.9. . ., . . // . 1954. . 96. . 469 472.

    ,

    -20

    -30

    -40

    -50

    -60

    -70

    -80

    -90

  • 64

    -

    . . . . .,

    e-mail: [email protected]

    , . 20 25 % - . , - , -- - .

    : , , -

    ( 622.244.442).

    -- -

    ( ) , - . - , - , - , . -

    - . , , - , , . - , . - , ,

  • 65 3 (23) 2014

    . -, , - , . ( - ) . - . - - . - (0), -, , , . . (), . . , - , - ( 30 0) , , . , -, 10 . - - , - , . -, ., . - , . , . -

    . - , . . , . , , , . - , , , - . - :1) , :- ;- ;- .2) .3) , , 70 .

    COMPLEX INHIBITED SYSTEMS OF DRILLING FLUIDS ARE THE BASIS OF SOLUTION OF THE STABILIZATION PROBLEM FOR ARGILLACEOUS MATERIALS IN INCLINED HOLES WITH ABNORMALLY HIGH FORMATION PRESSURE

    V. N. Koshelev D.Eng.Sc. , director of Resurs Complect, RDEC CJSC e-mail: [email protected]

    Stabilization of the walls of a hole during the drilling process in deposits of clay slates is one of the old prob-lems, which is still remaining the most difficult and ex-pensive. For the time being, the average expenditures on prevention of complications constitute 20-25 % of the general calendar time of drilling in the majority of areas of deep-hole drilling. In this respect, prevention of complications, connected with the failure of stability of the walls of a hole, is an important reserve of esca-lation of technical-and-economic indexes of drilling and reduction of value of well sites construction.

    Keywords: Stability of the walls of inclined holes, drilling fluids, inhibitors of clay hydration of inorganic and organic nature.

  • 66

    , . , (0), -- (), () - () , (). - . - , - . , - , - , - (, , , . .). -- ( , - ), - () . - . , , - . - - ( d -) , . . , - . , , - - . , , 3000 5000 , - 2 10 ., , . - . -, 17,5 40 % , 21 28 , - , . .

    , , , - () . - . , 0,56 0,75, 0,9 0,99. -, . , , - 80 %, 83 %, 0,56 293 0 :

    0,75:

    , - . , , - . 23 , . - - , , , - . , - .

    1. , /3

    1.1. () 08-624-03 . - - . ( - )

    P= =-36,1 MPaIn8,31.293

    0,0270,560,9

    P= =-17,1 MPaIn8,31.293

    0,0270,750,9

  • 67 3 (23) 2014

    . , , , - , , - ( ). 10 15 % ( ), , , .1.2. - - 20 - :

    : , - , /3; , - . 1.1., /3; -, /3; , /3; , . , 3, - , - 08-624-03 (. 1.1), .

    2. , (0),

    -

    : , .

  • 68

    - - :

    : R , ;.. , /3; -, /3;1 - , .; , .- ( > 12 %) - :

    : , , = 1 /.. t.) t (t = 25 0) :

    - - .

    1.

    (1020 , 295 ) 40, 30 20 (. . 1).

    0,033 0,020 30 20 30 .

    2.

    , - , 3,3 ( 1,3 /3). 70 17,0 18,5 3 30 . 7 8 3. 5,5 ( 1,5 /3) 1011 3 30 . 4,74,8 3. 3,7 4,7 3 70 8 11 3.

    3.

    1 50.

    ,

    .

    1,3 1,5 /

    20 30 40 20 30 40

    10 0,160 0,145 0,113 0,184 0,167 0,128

    15 0,104 0,094 0,085 0,119 0,108 0,097

    20 0,078 0,070 0,064 0,089 0,080 0,074

    30 0,051 0,047 0,042 0,058 0,054 0,048

    30** 0,022 0,021 0,019 0,024 0,022 0,020

    1. , /3

    ** 70 .

    (9)

    (8)

    ot15,35Rc ..

    .e0,011

    (10)

    o ot1+ t(t-25)

    0t = (0,07 0,00054 )

  • 69 3 (23) 2014

    1,5 /3 0,202. 0,5 % 0,171. , . 3 , -, 6 , 100 % ., 0,5 % () 15 18 %. - - - , . , , . , , (0 ~ 0,02-0,030 /). , . , . , -. , , -

    , - . . :1) ;2) ;3) - , ;4) - ;5) ;6) - ;7) -, , - ; . 2 . - - . 17 % , 12 % . ,

    1. - (amplitude-Weighted instantaneous Phase), () - ()

    ,

    3

    , 0

    1,30 1,55 /3

  • 70

    . - .

    4.

    - -

    -,

    %

    (Fann).

    ,3

    0,/

    ,/

    3.,./. .,

    .0,

    n 600 300 200 100 6 3 Gel

    +20 300 ** 1 300

    +

    0,5 % ;0,1 % 9

    300 81 54 43 30 14 1110 -19 1 - 36 10 -82

    27 40 129,6 0,58 0,72 9 64 0,0214 1,02 0,5

    + 0,5 %

    +20

    3001. 4

    300 /

    2.

    3. 4.

    10,97 20-10,97 =9,03 -

    (45,15%)

    +

    0,5 % ;5 %

    300 77 49 40 25 5 410 - 9 1 - 19 10 -52

    28 38 100,8 0,65 0,43 9 5,6 0,02 1,04 0,5

    +0,5%

    +5%+20

    3001. 4

    300 /

    2.

    3. 4.

    13,0820 13,08 = 6,92 -

    (34,6%)

    3. -

    -,

    %

    (Fann).

    ,3

    0,/

    ,/

    3.,

    ,1000./. .,

    .0,

    n

    600 300 200 100 6 3 Gel

    1 96 63 47 30 6 4

    10 - 51 - 8

    10 -3233 - 144 0,61 0,73 9 5,4 0,0172 1,03 0,5 -

    +

    5 % ;

    0,5 %

    93 58 44 27 4 310 - 41 - 5 10 -13

    35 - 110,4 0,68 0,42 7,5 4,6 0,0154 1,03 0,5 -

    +

    1,3 -

    -3 (150 )

    5 % ;

    0,5 % ; +0,1% ( =9)

    103 65 49 30 6 410 - 5 1 - 810 -38

    38 - 129,6 0,66 0,53 9 3,2 0,0152 1,30 0,512,8/1,5

    +

    1,54

    5 % ;

    0,5% ;+ 0,13 %

    144 89 67 42 7 710 - 81 -12

    10 -44

    55 - 163,2 0,69 0,60 9 3,0 0,014 1,55 0,5 15,3/2,0

    2. ()

    * - 1 5 % ; 0,3 % PAC Staflo Exlo (Akzo Nobel); 1,0 % - 1; 1,5 % ; 0,5 % ; 0,15% 0,1% -32;

    ** -5 % ; 0,3 % PAC Staflo Exlo (Akzo Nobel); 1,0 % - 1; 1 % ; 0,15% ; 0,3 % ; 0,1 %

  • 72

    . , - , , - . . . 1 . 3770 3777 , 3775,8 3776,8 ( 8 , 15 ). Rolling Test - OFITE Portable Roller Oven. 0,7 2,0 200,01 250 3 , , , 65 6 - . 0,7 , , - . (), , , . 3 -. , : - , , , - . - . , . , , (), . , . , - - . - , - . - - .

    , . 1. :- ();- ();- - 5 %. : , .2. -- 40 30 . - , . 3. , .4. 0 40 70 % 1,55 /3, - 1,30 /3. -- - .

    :

    1. . ., . ., . . // . , , 1998, . 9 15.2. . ., . ., . . - . // , 2007 ., 3, . 18 21. 3. . . - / - . 2004. 1. . 13 15.4. -: 1222670 09 7/00/ . ., - . ., . . . 15.08.83, . 07.04.86. 13. . 35. Chenevert M. E. Glycerol mud additive provides shale Stability. Oil and Gas J., YII. 87, N 29, pp. 60, 61, 64.6. Complex inhibitor drilling mud for drilling deep wells in complicated conditions /Maas A. F., Andreson B. A., Penkov A. I., Koshelev V. N., Fathutdinow I. H. // Petroleum Engineer International. 1999. August. p. 51 57.7. / . ., . ., . ., . .// , 2002 . . 7, . 3 14.

  • 30 3 2014 ,

    :

    :

    -

    ,

    (SOCAR):

    Baku Higher Oil School

  • 74

    . .

    e-mail: [email protected]

    . . ,

    e-mail: zhidilyaeva.ev@in jgeo.ru

    .. ...,

    e-mail: pogosyan.ag@in jgeo.ru

    - . - - , (). - - - . - . - .

    : ; ;

    ; ; ;

    ( 551.3:551.4 ).

    - - .

    - - - : . , , - , , -

  • 75 3 (23) 2014

    . , , - , - - . ( ) - . . . , , , , , . - , - , .

    -

    , , , , - , , -- : - , , (, .). , - , - - , . , , [1]. -. - (), - , [1]. 50- - .

    . , , -- . 60- . , -

    InterpretatIon of geologIcal hazards for surveys qualIty Improvement on lInear facIlItIes

    Baborykin M. Y. Head of the group for monitoring and geographic information systems of Geoprojectstroy, LLC, Krasnodar, e-mail: [email protected]

    Zhidilyaeva E. V. Chief specialist of the group for monitoring and geographic information systems of Geoprojectstroy, LLC, Magister of geology, Krasnodar, e-mail: [email protected]

    A.G. Pogosyan Chief specialist of the group for monitoring and geographic information systems of Geoprojectstroy, LLC, Candidate of Technical Sciences, Krasnodar, e-mail: [email protected]

    The article states theoretical and practical aspects of application of aerial methods during engineering-geological surveys. Special at-tention is also paid to the issues of operating cycle organization, that is combination of aerial methods and surface surveys in the form of a scheme, divided conventionally into several assemblies (stages). The article reports the results of application of laser scanning tech-nologies on linear facilities and examples of enhancement of resolution efficiency for engi-neering-geological issues during investigation of geological hazards. The scheme of rational organization of the cycle of engineering surveys on linear facilities at the stage of combina-tion of aerial methods and surface surveys is represented and the advantages of its using on linear objects are substantiated.

    Keywords: interpretation of geological hazards; aerial laser scanning; aerial photographs, synthesizable model of land sur-face area; multiple use of materials; cameral tracking of linear facilities.

  • 76

    . [1]. 80- . - , , - , - [2]. , - , [3]. 1982 . , . , , - . , 1985 , , , , , . [3]. 1986 - [3]. 90- . - 90- , - , , .

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    . 1:500 . . , , . , , - , , . , - . , . , - . , , , - . - , - . -

  • 77 3 (23) 2014

    , - , . , , - , - GRID. , , , - . , , , , , , - . . , (), , - . -, . : - .

    : [1]. . : , , - , , . , , . , , . - : , , - , - , . , - , , , , -. -- , , , - .

    - - - [1]. . . , , . , , - (, , .). , (, 1964 .). , , , , , , , , , . , , , (, 1964 .) - - ( ) ( ). - , - , [5]. , - , , . -- , , . . ( ) (-) - . - , , ( ), , , , - (, , . .). , -,

  • 78

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  • 79 3 (23) 2014

    . , , , , , - . , . . , - (. 1), 11-105-97, II [6]. , , . , - , (. 2). (-) - ( - ), , , . - , , - . - . , ( , - , , , 3D- .), - ( ) - . , - , - .

    -

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    . -: , . - , . 11-105-97, I, - -- () , [7]. - - - . -- . - ( ) [8]., 47.13330.2012, - - . - , , . , - - [9]. , - , - . , - - - . - ( ) , , - - . (- -; - ) - , . - - , . - .

  • 80

    3. -

  • , , : [email protected] .: +7 499 505 1505 (), +44 207 394 3090 (), www.oilterminal.org

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  • 82

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  • 84

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  • 85 3 (23) 2014

    . . -, - , :- , - ;- , - ;- ;- , , - ;- . , , - -.

    :

    1. . ., . . - -. .: , 1978. . 8 10; 110.2. . ., . . - // . 1982. 5. . 24 30.3. . . . .: , 1993 . . 78.4. . . : . . .: , 2004 . . 11.5. . ., . ., . . - - . .: , 2011 . . 192.6. 11-105-97. - . II. - . .: , 2001.7. 11-105-97. - . I. - . .: , 2001.8. . ., . . . /: , 2006 . . 362.9. 47.13330.2012. -. // 11-02-96.

  • 86

    . .

    , . , ,

    e-mail: [email protected]

    . . 4-

    e-mail: krtkv.ostap@r ambler.ru

    . .

    , 2-

    ,

    e-mail: [email protected]

    - . (), . - c epos Data management paraDigm , .

    : , ,

    ( 550.834.07 (26)).

    . , , , , , , .

    . 1000 , , ( , ) - (). - (-).

  • 87 3 (23) 2014

    - , - -, . [2] , - , - . : , , [1]. - .

    , , . - -- -- 1. - Sercel Seal. GPS, , . 200 - (, , ), . - , . . 1 , () - (), . . 2 , () - () .

    , , , - -, -

    HigH-resolution marine seismic exploration works in tHe process of engineering surveys in tHe waters of

    V.I. Gulenko head of the geophysic department, Faculty of Geology, Kuban State University; Doctor of Science Engineering, Professor; Federal State-Funded Educational Institution of the Highest Vo-cational Education Kuban State University, Krasnodar, e-mail: [email protected]

    O. S. Korotkov student of the fourth course, Faculty of Geology, Kuban State University, Federal State-Funded Educational Institution of the Highest Vocational Education Kuban State University, Kras-nodar, e-mail: [email protected]

    E. A. Samsonov deputy chief of the geophysical crew of ROMONA, CJSC; Ph.D. student of the second academic year, geophysic department, Kuban State University, ROMONA, CJSC, Yuzhno-Sakhalinsk e-mail: [email protected]

    The study is devoted to the crucial task: enhance-ment of efficiency of the high-resolution marine seismic exploration works in the process of engi-neering surveys on the sites of offshore drilling platforms installation. The goal of the study is the comparative estimation of efficiency of two embodiments of the engineering high-resolution marine seismic exploration (HRSE) and analysis of applicability of the attributes of seismic wave tests for interpretation of the data received. Calcula-tion of the attributes was implemented with the help of the software Epos Data Management of the Paradigm company, according to the time sections of seismic reflection method (SRM) and common-depth-point method (CDPM), received by ROMONA, CJSC in the process of the engineering surveys in the waters of the Sea of Okhotsk.

    Keywords: high-resolution marine seismic exploration works, collec-tive seismic source point, attributes of seismographic record

    , -

    ,

  • 88

    , . , , , - , - , , , . - , . 2:1. - : (Amplitude-Weighted Apparent

    Polarity), (Amplitude-Weigh Instantaneous Frequency, ), (Amplitude-Weighted Instantaneous Phase).2. - : (Standard Deviation of frequency), (RMS frequency), (Average Frequency), - (Dominant Frequency), Q (Instantaneous Q). m- (m = 10 20). - . . [2]. c Epos Data Management Paradigm , ProMax. . . , -- : . 3, . 4, . 5. , , , . - , , , 2800 3200 150 200 , - . . 2 () . -, - ,

    1. : ) ; ) - [3]

    192- sersel

    6.25 m (1200 ). 4 . 1

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    2 x 90 in3 gi gun, 2000 psi. 12.5 3

    - 1 10 in3sleeve gun, 2000 psi. 6.25 1

    1.

    0

    0

    0

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    0 20406080

    100120140160180200220240260280300320340360380400

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  • 89 3 (23) 2014

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    e-mail: [email protected]

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  • 93 3 (23) 2014

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    DEVELOPMENT OF THE PREMISES OF MODELING ERINACEOUS COLLECTORS

    V. A. Bondarenko deputy chief of oil-and-gas contracts management service Vietsovpetro, JV e-mail: [email protected]

    A. V. Lavrentyev candidate of the chemical sciences, assistant professor of Kuban State Technological University e-mail: [email protected]

    O. V. Savenok Doctor of Engineering, associate professor of Kuban State Technological University e-mail: [email protected]

    In article are shown premises of modeling erinaceous collectors, is considered regularities of the change characteristic soil abreast from incoherent before liaison, explored particularities of the behavior and microstructure of clayey soil.

    Keywords: erinaceous collector, the features soils, liaison and incoherent soils, water-saturated soil, argillaceous soil, mineral particles

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  • 94

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