SCIENTIFIC ABSTRACT ARYKIN, I.G. - ARZAMASOV, B. N.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R000102320001-2
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: June 6, 2000
• Sequence Number: 1
• Publication Date: December 31, 1967
• Content Type: SCIENCEAB

ARYKIN, I.G.; SHCHAPOV, A.A.; YEGOROVA, Ye.M.9
red.; VAKLAS-ROVA,
R.A. . red.
(Regulation of the estuaries of lumber-floating
rivers]
Replirovanio ustlevykh uchastkov lesosp:Lavnykh
rek. No-
skvn, TSentr. rauclino-issl. in-t informataii i
tekhniko-
ekon. Issledovanii po lesnoi,
tselliulomio-bumazlinoi,
dei.,evoobrabatyvaiushchei pronWshl. i lesnomu
khoziaistvu,
1963. 21 p. (MIRA 1715)

I;M4 Grigorlyevich, kand.tekhn.nauk; VOSKRMENSKIT.
Tuliy
Sergeyevion, naucl*y sotrudnik; LXBXW, Mikhail
Petrovich,
nauchnyy sotrudnik; SOKOLOV, Aleksondr Vikeillyevich,
inch.-
konstruktor; MYNKKAN. Isay Tefimovich,
insh,-konstruktor.
Prinimali. uclukstiye: POPOV, A.I., kand.tokhn.nauk-,
TAKOVLIV,
Ye.V., inzh.-konstruktor. LAZARIV, M.P.,, red.;
POLTIVA,
B.Kh., red.izd-va; PROKOFIYEVA. L.N., tekhn.red.
(Dredging streams used in timber rafting with the
ZRS-I dredging
pump] Proiavadstvo dnouglubitellnykh raliot na
le9o9plavnykh
putiakh zemlemosho-refulernym snariadom ERS-1. Houkva,
Goeles-
bumizdat, 1959. 111 p. (MIRA 1311)
(Dredging machinery)

LLNONOSOV, 1van Grigorlyevich, starshiy nauchnyy notrudn'
; ARIX1*0,
Ivan Grigorlyevich; VASILIXOU, Regina Teirgenlyevich;
ZaUFJMT,
Ysvjani y Aleksandrovich; LISIM, Mikhail Petrovich; GVCHMI-
KOVA, Dina Kikhaylovne; TUZVUKj Vladimir 1'6fimovioh.
Prinimali
uoha,stlye- ARTKIN I.G., starehiy nauchnyy-sotrudnik;
YUZVUX, T.Yes,
starshiy ~_aio- ~;ysao;~r;dnlk; LIBEW , M.P., starshiy
nauchnyy aotrudulk;
OVCHINNIK-OVA, D.M., mladshiy usuchnyy sotiudnik-,
VASILIKOVA, R.Te.,
mladshiy nauchnyy sotrudnik; ZHURMMOV, Te.A., mladehiy
nauebAyy sotmd-
nik. ZHMVIZV, B.A., red.izd-va; PARMINA. N.L., takhn.red.
(Album of designs of dame to be built on timber floating
rivers]
Allbom konstruktaii lesosplavnykh plotin. Moskva,
Goslesbumkisdat,
1959. 212 P. Oun 13: 7)
1. TSentrallnyy us-achno-issledovatel'skiy institut
lesosplava (for
all, except Zhuravlev, Farakh1na).
(Lumber--Transportation) (Dams)

ARYKIN. Ivan Grigorlyevich- LEBEDEVI Mikhail
Petrovich; YUZVUK, Vladimir
LAZAREV, M.P.,, reid.; KONARDOVA) T.Fov
red. izd-va; LOBANKOVA, RYeol tekhn. red.
(Organization and carrying out of irrigation and
construction
work on rivers used for lumber floating]
Organizatsiia i pro--
irrodstvo meliorativno-stroitellrWkh rabDt na
splavnykb putinkh.
Moakva, Goslesbumizdat, 1961. 95 p. (MIU 15tl)
(Lumber-Transportation) (Hydraulic engineering)

A RYK III
A.A.
M&1 A orat.1 r.,,-:
Blul-telch.-eIr"nd cflltructiOn vork on
lumbar-floating rivers.
:11'rorm. Goo. nauch.-Iss,
infOrm. 17 to.9158-61 s t64 J-9 nauch. i tekh.
(MITIA 18:1)

.Uff KIN, I.1 kand.tekhti.nauki, BEYLIN, I., Inzh.
Screw anchors and their mechanized burial into the
ground.
Rech.tranap. 23 no.9s43-45 S 164. (MJRA 19al)
LTSentrallnyy nauchno-issledovatel'skly institut
lesosplava
(for Beylin).

BAKAYoN, M.T.; AJZYI,OV A.1,
Fracture tuctonics of Dzhr-,zkazgan minoral deposits
and stability
of blocks. Trudy Inst. gor. dela AN Kazakh.SSR
32:122-129 163.
(MIRA 17:8)

88607
S/12 60/000/005/002/008
B01 2YB056
AUTHORS: Ibrayev, Sh. I., Candidato of Technical Sciences,
Arykov,
A. I., Mining Engineer, Kanafin, K. N., Chief Engineer
TITLE: Large-scale Ore Mining With the Aid of Hole Charges
and
Short-delay Blasting
PERIODICAL: Gornyy zhurnal, 1960, No. 5, PP- 33 - 35
TEXT: The use of vehicles with individual drive in the mines
of the
Dzhezkazgan permitted large-scale mining of ores by means of
hole charges
at faces with and without benches. Experiments were
conducted in mine
No. 45 of the Dzhezkazganskoye rudoupravleniye (Dzhezkazgan
Mine Admin-
istration) in order to determine the parameters for
large-scale mining.
The rock hardness was 12 to 14 according to Protod'yakonov.
Three work-
ing programs for drilling and blasting were elaborated for
mining at a
face with benches. The scheme according to the third working
program is
shown in Fig. 3. Experiments showed that this scheme is most
suitable for
large-scale ore mining at a face with one bench. The holes
were charged
Card 1/5

88607
Large-scale Ore Mining With the Aid of Hole
S/127/60/000/005/002/008
Charges and Short-delay Blasting B012/ Ja058
vith ammonite No. 6 and blasted by the short-delay method.
Work at the
faces is at present carried out with individually driven
vehicles accord-
ing to the third working program. As from June 1959,
experimental work
has been conducted at a face without be.11ches. The beat
characteristic
values in the technolDgical and economio respect were obtained
with the
schemes shown in Figs. 2 and 3. Short-delay blasting was
applied in all
cases, Compared with fuse blacting, short-delay blastinc (;ave
much more
favorable results. It is recommended to .ise at least 10 to 12
delay steps.
There are 3 figures, 1 table, and I Soviet reforonce.
ASSOCIATION: IGD AN KazSSR (10D AS Kazakhakaya SSIQ Ibrayev,
Sh. I, and
Arykov, A. I.; shakhta No. 45 Dzhezkazganskogo rudoupravlents
(Mine No. 45 of the Dzhezkazgan Mine Administration)
Kanafin, K. N.
Card 2/5

Card 3/5
88607
S/127/60/000/005/002/008
B0121BO58
PHc. 1. Cxema
PUM.10MCMIR
wn
ypon R yc
7

88607
S/12 60/000/005/002/000
BOI 2Y3058
-7
F
J. 3
q IL
fli
Card 4/5

88607
8/12 60/000/005/002/008
B01 2Y3058
Legend to Fig. 1: Scheme of the positions of holes at a face
with benches..
Legend to Fig. 2: Scheme of the positions of holes at a face
without
benches with & central one-sided cross-cutting.
Legend to Fig. 3: Schigme of the positions of holes at a face
without
benches for breaking without cross-cuttine.
Card 5/5

IBRAYIV, SM.,; ARY)MV9 A.I.
Come results of laboratory testing to atudy the
effect of the
charge diameter on the degree of crushing in the
blast area.
Ibrudy Inst. gor. dela AN Kazakh. SSR 6t136-145 160.
(MIRA 13:12)
(Masting-Testing)

IBRAYEVq Shale;-AMOV, AtIst DASHKINq IsKo; 7TMZHANOV9 NiT.o
Parametern of boring and blasting,oporations with use of
drill rign.' Truo InBt. gor. dela All Kazakh., SSR 7:130-138
16o. (MIRA 1416)
o (Boring) (Blasting)
'.- ~Yllr

ARYKOV, A*Io
I
Effect of'the diameter of the charge and the line of
least
resistance on the amount of oversized ore. Trudy Inst.
gor.
dela AN Kazakh. SMR 10t120-127 163. (MMA 16 18)
(Blasting)

yffo K
090/14ificellaneous - Four'~,ry proct .isses
Curd 1/1.
Pub - ft - ~13/23
AUUM j Arykov, Plil A..
title S Obtainmenl~, of pure horizontal eurfactis on steel castings
Periedleal, j Lit. proiijv. 3, 27-28p. 14ay-june 1954 .
AV*Mt, 1, The techmilogy. - employed by- certain.a r7nor plate f
oundries -for the pur-.
pose of obtaining alean horizontal surfaces on steel castinga is de,
scribed. ~The work and equipment neconsary to carry out such
technologi-
cal proceda are explained. Drawings.,
Institution
Submitted
d

ARTKOV. P.A., inthener.
Mechanized ramming of large-sIzed molds.
Llt.proizv. no*7:
12-13 J1 '56. (KLRA 9:9)
(Foundry machinery and supplies)

ARTKOVA, A.I.; ZHUIATJIV, R.Zh.
Wraulic and sedimentary conditions in an intake works with
bottom gallery. I5v.AN Kazakh SSR Ssr.energ.no.6t28-49
154.
(Dame) (Hydraulics) (MI&A 9:4)

ZHULAYRV,R.2h.;ARYKOVA,A.I.
Hydraulic calculations of a pressureless water intake with bottom
gallery. Izv.AN Kaz&kh.SSR.Ser,,qnerg# no-7:lo-46 54.
(Hydraulic engineering) (MIRA 8:12)

- -- r, .1 , - --- -
- - -- -. - Ir -1 -1 - - -- -I - -7 - - -1 - --
I
ZHULAYMV,R.Zh.; ARYKOIIA,A. L
Hydraulic and sedimentary conditions In Blit openings.
Izv.AN
Xa?nkh.SSR.Ser.eterg. no.8:67-74 155. (MLRA 8:12)
(Hydraulic engineering)

ARYKOVA, L.I.
ReisuITIN"tivestigation. of the flushing *lutes of tronch
und and gravel traps. I%v.AH I'4z&kh.S5R#Sereen9rg, no.10:
48-63 '5 6. (KRA 9:12)
(E~rdraullc cingineering)

8(6), 14(6) SOV/1 12-59-Z-Z689
Translation from: Referativnyy zhurnal. Elektrotekhnika, 1959,
Nr Z, p 58 (USSR)
AUTHOR: A.rykova. A. I., Zhulayev, R. Zh., and Sugurov, Sh. B.
TITLE: Major Shortcomings in the Operation of Small Mountain
Hydroelectric
Generating Stations of Kazakhstan and Measures for Eliminating
Them
(Osnovn,rye nedostatki raboty malykh. gorn),kh GES Kazakhstana,
i puti ikh
ustranen.iya)
PERIODICAL: Izv. AN Kazakhakaya SSR. Ser. energ., 1957, Nr
1(12), pp 17-26
(summary in Kazakh)
ABSTRACT: A survey of over 40 hydroelectric generating stations
in southern
districts can substantiate the following general
characterization of their
operating conditions: (1) most stations have no engineer
ing-type water intakes;
(2) there is almost no silt control; (3) nearly all stations
experience great
difficulties during the winter period; (4) most stations have
construction and
layout of hydraulic structures which do not meet requirements of
mountain
Card 112

SOV/1 12-59-Z-Z689
Major Shortcomings in the Operation of Small Mountain
Hydroelectric . . . .
streams. Major design shortcomings are; (1) unlucky
selection of site of
many hydroelectric generating stationis; (Z) inadequate-
allowance for long-
range development of the district; (3) imperfect
construction and layout of
water intakes, settlers, spillway structures, and headwater
reservoirs;
(4) assigned low stream speeds in channels insufficient for
frazil-ice removal.
Major causes of inadequate operation of the stations are:
(1) relatively low
engineering qualifications of the service personnel; (Z)
absence of proper
supervision and technical guidance; (3) absence of operating
instructions, etc.
Ways of eliminating the above shortcomings are suggested.
YU.M.S.
Card 2/2

ARYKOVA, A. I.
-------
Characterietion of spiral stream motion In a pipe with a
longitudinal
aperture. Izv. AN Kazakh.SM Ser.energ. no.1:35-48 159. (MIRA 12:11)
(Pipelines)

lRYKOVA.v--A.I,-,
;?low .3haracteristice of a helicoidal stream with vLrying
discharge
ralueise Izv. AN Kazakh. SSR.. Sere enorg. no.2tl7-27 t60.
(MIRA 11*0)
(Pipe-Itrdrodynamics)

~ARYKOVA, A.I.
Iosses of head due to the inflow cf additional water
into a pile
helicoidal
Kazakh*
carrying a
stream* Izve AN
SSR& Sere energe
no.2:28-34 160. (MIRA 140)
(Pipe-Hydrodynamics)

ARYKOVA, A.I._
IYench-type sand and gravel collectors in canals. Trudy
Inst. energ.
AN Kazakh. SSR 2:175-182 16o. (MIRA 15-1)
(Hydroelectric power stations--Water supply) (Canals)

_j4r~"y"; ijIULAYICY. '18khmat Uha zovich, KOLTOCH-
red.-- ROROKIRA.Z.P., tekhn.red.
[Improved type of water intake with a screened bottom gal-
lery] Uluchshennyi tip vodoza'bora a donnoi rethetchatoi ga-
lereei. Alms-Ata, Izd-vo Akad.nauk Kazakhakoi USIL, 1961. 79 p.
(KIRA 14:5)
(Water-supply engineering)

ARYKOVAj A.I.j kand. tekkm. -nauk
Equations for a helical flow at a variable rate
in a
circular tube. Vast. AN Kazakh. SSR 20 no.1:27-36
Ja 164.
(MIRA .17:3)

I ~ ~~YKOVA* R.
Dynamic investigation of some blood coagulation
components in
hypertension and atheroscloroijis. Zdrav. Kazakh. 23
n0-4,32-36
163. (MIRA 17:5)
1. Iz kafedry gospitallnoy tarapii (zaveduyushchly -
prof. R.A.
Satpayeva) Alma-Atinskogo meditsinskogo Instituta.

JUKOVAJ.A.T.-
Interaction of some components of blood coagulation in
hn*rtenoion and atherosclerosis. Zdrav. Kazakh. 22 no.9:
14-17 162, (MIRA 17:2)
1. Iz kafedry gospitallnwr terapii (zav, - prof. R,A,
Satpayeva) Kazakhokogo meditsinskogo inatituta.

USSR/Human and Animal Physiology - Blood Circulation. R-5
Abs Jour : Referat, Zhur - Biol., No 16, 1957., 70741
Author : Arynchin, N.I., Zenkevich, I.S.
Inst
Title : Half Century of Application and Further Development of
Krotkov's Sound Method for the Determination of Human
Blood Pressure.
Orig Pub : PhYsil- Zh- SSSR, 1957, 43, No 1, 92-95
Abstract No abstract.
Card 1/1 - 4 -

5M
AUT11%.% i Arynov, As SOV/20-123-1-10/56
Nkl - -,*-,-, -" - ' "-- ' '
UILEs fh~`e` Flow of a Gas From a Vessel With Walls Which Form
the
Small Angle 28 0 (lateoheniya gaza is sosuda so atenkami,
zaklyuohayushchimi mezhdu soboy malyy ugol 2%)
PERIODICAL,: Doklady kkademii nauk SSSR, 1958, Vol 123, Nr 11
Pp 43-46
(USSR)
ABSTRACTs First, the case of an outflow with suboritical
velocity is dealt
with. This problem can be solved in the same manner as the
problem by Chaplygin (Ref 1). Formulae are given for the flow
function W and for the velocity potential f. By using this
formulae it is possible to find an equation or the boundary of
the beam. In Mach (Makh) numbers M