SCIENTIFIC ABSTRACT RUDOMAZIN, N.N. - RUDOVSKAYA, L.N.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R001446010002-3
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: August 22, 2000
• Sequence Number: 2
• Publication Date: December 31, 1967
• Content Type: SCIENTIFIC ABSTRACT

SOV/97-58-11-1/11
AUTHORS.- Andreyev,.V.G..,' Zingorenko, G.I. and, Rudomazin, N.N.
(Engineers)
TITLE: New Two-Tier Bridge in Moscow (Novyy zhelezobetonnyy
dvukh"yarusnyy most v Moskve).
PERIODICAL: Beton i,Zhelezobeton, A58, Nr.11, pp.401-410 (USSR)
ABSTRACT: This reinforced. concrete bridge over the Moslr7a river, in-
the Luzhniki district of Moscow is nearing completion.
On one side of the bridge isa 44 m :long rainp and a
653 m long raised road carried on.reinforced concrete
i
s in the preofnets of the sports
supports. This road
.
i
ground. The bridge sp.anning the river is. 198 m. long.
On the other side of1the bridge a similar raised road
continues leading into a new road.cut through the Lenin
Eills., Here t1x'-Vorcb'yevskiy road Iviaduct is situated.
The top tier ofthe bridge is 21.m wide and is usod for
vehicle traffic. The bottom tier carries two underground
~railway lines. The bridge is constructed predominantly
from precast reinforced concrete,.: Elements f or the I
Card 1/4 construction of the bridge w Iere manufactured in factories,

New Two-Tier Bridge in~Moscow., SOV/97-be-11-i/11
of Gla,vmosstroy. Theywere assembled with bridge
cranes of .50 m span and, 45. t I capacity, derrick
cranes of 35t capacity. and lorry-mounted.aranes. The
work was started by Mintransstroy in May 1957. It was
aimed to build'a very light,bridge as,,the permanent loading
is oniy 70% of the maximurn loading. The frame was
constructed of,oonerete mark 500,1 the cross members of
concrete mark and a considerable number of other
non-structural members were made from KeramzIt concrete
mark 200. Fig.1 shows the lay-out; Fig.2, perspective
view of the bridge, and.Fig.3 the constructional scheme
of the same. The~eentralspan of the bridgeis 108 m
and the end.spans are 45 m each. Two methods of
calculation were used which gave similar results (diagrams-
in Fig.4). Fig.5 shows 2 precast segmental arf,,hes of an
'El cross section forming part of an inner arch. The tie
consists of a precast reinforced concrete unit (Fig.7).q
the reinforcement being a 45, mm diamoter cableP formed
from 3.mm diameter wirez, with breaking limit of. 180
Card 2/4 kg/mai2. 'This reinfo reement is grouped together9 situated

N eN Two-Tier Bridge in Moscow.~ SOVI/97-58-11-1/11
along the tie-unit and clipped to it at intervals of
2.2 m ~(Fig.6)., This exposed reinforcement will be
examined after 18 m3nths to 2 years to ascertain~,tt~e
magnitude of elongation and will be concreted in aftGr
rectification. The precast prestressed stiffening beams
are tensioned by a series of hydraulic jacks
The larger stiffening beams between the internal arches
are tensioned to a.total stress of, 4000 t by ten 500 t
capacity hydraulic jacks.' A similar tensioning is applied
to the external arches by four jacks effecting a tension
of 1660 t. Fig.8,shows a cross-section. of the bridge-at
the lower tier level, Fig.9 the lay-out of the beams ln~
the upper tier; Fig.10, cross-section.of the,upper tier.
of the bridge; Fig.lli the saddle detail of the arch
frame. This,type of saddle does notintrodude comple-
mentary moments.duelto forces acting in the horizontal
plane. The scaffolding used for the assembly of'-the
bridge was erected on the river bank;, this scaffolding
was "Mostotrest" standard steel construction. The
Card 3/4 total weight of the bridge construction is 5000 t. The

Now Two-Tier Bridge in Mo s cow.
assemblIed unit was transported by means of special supports
onto pontoons and placed on the bridge piers (FIg.12).
Fig.14 shows.the lay-out of the pontoons. The bridge
piers were constructed on reinforced concrete piles,
40 x 40 Om.in.cross.,section, driven 12-15 in b,alow the
base of.excavation (Fig.15) 'each pier is cancied on
256 piles. I The heightlof the.plers, including Ithe found-
ation, is 8 m; their.length Is 40.5 m. The. -alevated
road was constructed from precast stanchions, situated 23.7 m
apart and bridged over by cantilevered trusses, the latt.er
spanning 13.5 m. and cantilevered out for 16.62 m on,both
sides (Figs.16 and 17).' The roadway Is formed,of pre-
stressed reinforced. concrete fluff shaped bea.-Las weighing
38 t (Fig.18). These beams are covered with p~?,&sast
slabs which are joined with in'situ concrete (Fig.19).*
Card 4/4 There are 19 figures.

(IAizhniki--Brldges, Concrete)

11.M Ye~%% Yfe-"Lreniya, V.1kLor..)lm a. It, TV Yakov
Naumv,v' r1rii-r-al, uchastiye.
G, L 1 K F I I V ira r jt e xl-n r av 1, r~.- s e n 7. e n "t
j' T KJAMOI VTC,4
",,T- j' 13' etsevzenL; V. 1,
ZL 6 k12-t-, f-l-IniOT Ye . M, , red
to, f -gera n,,, ma,- hine ly an~ i pl~.nt-~ j Kho 1 od 4-1 11 nyo mash i Dy
us-,anovka. E~,skva, Fi.~hchevala prc,i,,: sbienna!itl, 196-4,.

T ----- ---
PEME I BWK EKIUIMION SOV/5626
Chupakhin., Nikolay Mikhaylovich, and Fedor Ivanovich Rudometkin
Montazh i remont,kholOdillnykh ustanovok (Installation and Rephlrof Cooling
Plants) Moscow., Gostorgizdat., 1961. 340 p. 20,-000 copies printed.
Ed.: X. V. Chicbkov; Tech. Ea.: D. M.'Nedrish.
MUM:. This book is intended for students in the-refrigeration departments.at
tekhnikums; it may also be used as a handbook by technical -perwatel inthe
refrigeration itdustry as a mans of improving their,job skills.
COVERAM: Problems concerning the installation and. repair of ammoaia-and fr--on-
cooling plants are discussed. Only fund ntal ~rdblems connected with the
installation and repair of refrigerating equipment are described in detail.
The material for the book was gathered frpm,the,experience of advanced enter-
prises and organizations engaged in the installation and repair,oi cooling
equipment. Section I of Part I and Section I of Part II were mritten by
N. M. Chupakbin, Engineer; P. 1. Rudometkin., Engineer, wrote Section 11 nf
Part I and Section II of Part II. The authors thank K. A. BondArenkcw.for.
his special editing of the book. There are 58 references, all Soviet..
Card-1/9.

F-

VYSBEILESSKIY, A.14., prof.; CJJLJKAYEV, D.S., prof.; KOMAROV, N.S., prof.;
SENATOV, I.G., dots.; TIABOV, V.I.; NEUGODOV, Ye.V.; GOROZILkNKIN,
M.G.; GAN,.M.B., dots.,kand. tekhn. nauki retse'nzent;.WSICEY,
I.D., dots., retsenzent; LIKHARUVA, N.V., kand. tekbn..nauk, re-
tsenzent; SHCHEGLOV, V.P., kand. tekhn. nauk, retsenzent;
RUDOMETKE-1 F. I.,, inzh., retsenzent; BAULIP V.A., red.; ELIKINA,
-TUE-,t~khn. red.
(Equipment of public food service establishments; electrical,.re-
frigerating, and sanitarj equilment) Oborudovanie predpriiat.-Li.ob-
shchestvennogo pitaniia; elektricheskoe, kholodillnoe i sanitarno-
tekhnicheskoe oborudovanie. -Toskva, Gos.izd-vo torg lit-ry
1961. 447 P~ (MiRi 15:31
(Restaurants, lunchrooms, etc.-Equipment and.supplies)

----- ------
SOT' 128,-, 3-
AUTHORS; D k 4- _q, Lt..D.. and Rtiometkin V, 7. Engineers
TITILE: Jo-ints in Steel Castings
Sub-Riser Allcwances for T-shaped
.
(Podpribyl4nyye napusk! dlya uz-L,-,lr stal nykh ctli76k.T-obraz-
noy formy)
PEIRTODICAL! Liteynoye proizvcdst-,ro, 1,058, 8, pp 6-7 (USSR)
ABSTRACT-, No mathematically grounded method for calculating the di-
mensions of sub-riser allcwances applied for,joints of tw'o
or more walls in steel castings, in cases when no-art-Ificial
cooling by chills,is used, exists,. The authors
dev6lo-oec. _"'.-oduced into practical use at the !zhors-
kiy zavod (Izhora Plan*;';) a new form of sub-riser allowances
(described and,illustrated in this article) as well as a
simplified,method of calculating their dimensions, The: me-
thod is explained by a calculation example for,t-he cass of
SULI -riser,allowances on a.gear wheel rim,EngAneers,V.A
T.Ya.Sirotkiria and A.D.Nikiforov participated in the
development of the design and method.,There are 4 sets.of
diagrame,, . . .
2.. Stee--Iasting: 2. Mathematics--Appli-cations
Card 1/111

(Founding)

-77,- -C

SOV/137-58-'7-16103D
Translation from: Referativnyy zhurnal, Metallurgiya 1958, Nr 7,p309(USSR)
A UT HOR: Rudomet kin, V. P.
'01 of the Hardness of Quenched Steel
T !T LE: Automation of the Can r
Articles by the Magnetic Permeability Method (Avtomatizatsiya
kontrolya tverdosti stall nykh zakalennykh detaley metodom
magnitnoy pronitsaye.mosti)
ABSTRACT: Bibliographic entry on the author's dissertation for the degree
of Candidate of Technical Sciences, -presented to the L'VO-,r5k.
politekhn. in-t (L' v6v Polytechnic Institute), Ll vov, 195 7
ASSOCIATION: L' vovsk. politekhn. in-t (L, vov Polytechnic Institute)? L'vov
1. Steel-Hardness 2, Control systems-Applications
3.. Magnetic fields-Applicatiops
Card 1/1

ALIKAYEV, V.A.; T'AM13hKO, I. L., veterinarnyy vrach; NIKO1A)2V,P.Ya.,
veterinarnyy,vrach; MIMAYILTS, R.M. veter-inarnyy *ach;
ARTEiENKO, I.A. Y' veterinarnyy felldsher; MOSKA13NKO., A.P.
veterinarnyj'felldsher; ALIBERTYAN, M.,P., voterinarnyy vrach;
sy'~IRBOY&TT40' V.I., veterinarnyy vrach; MOROZOV, A.I., votorinarnyy,
folldshor; VESHCHEVAYLOV, V.T., voterinarny. Lug)
y vrach; LLGHOKOY
voterinarnyy felldsher; RUD014ETKIII Ya.Lj.,voterinarnyy -rrach;
lVMHUTKIN) I.M., yeterinarnyy vrach; GOLOVANOVA, A.I., vaterinarnyy
vrach; SHIPILOVA, votarinarnyy vrach.- SPIROV, V.D.,
veterinarnyy vrach; BOMARENKO, V.N., voterinarn.-yy,vrach;
KOVALI,,.P.K., veterinarnyy felldshe 'r; ZHA14SUIX, B.TS., veterinarnyy
vrach; APAIZV, Ye.M.., veterinarnyy vrach; KOLOTIY, N.A., veteri-
narnyy vrach
Diseasea of the young animal, their preventionland treatmant;
based on-data -received by the,editors. Veterinariia 39 no-1:49-54
Ja 162. (14T-" 15:2)
1. Besedinskaya rayonnaya Yeterinarnaya lechebnitsa, Kurskoy
oblasti (for Taranenko). 2. Bolshe-Sosnovskaya rayonnaya
lcchebnita,, Permskoy oblasti (for Nikolayev),,- 3. Aleksandrov-
skiy,veterinarnyy uchastok, Voznesenskogo rayona, Nikolayevskoy
9blasti, Ukrainskoy SSR (for W-khaylets, Artemenko, Moskalanko).,
4., Rolkhoz "40 let Oktyabryall, Tarliyskogo rayona, Moldavskoy
SSR (for Allbertyan),
(continued on next card)

YUEIINOVICH, A.Nag veter. vrach (Yellninskiy rayon, Smolenskoy oblanti);
RUDOMTKIN., Ya.S.., vetero vrach; UMOV, M.L., veter. vrach;
--S-M"-OtkT-'A-S -dotsent (Estanskaya SSR)'- DOLINIKOV,, Yu.Ya., kand.
Y a 4.9
vetero nauk;TALIMPSESTOV, M.A,, prof,;,SIMONENKO, N.M., dotsent;',.,~
GONCHAROV, A.P., assistent; BEZRUKOV, A.A.; FROLENKOV, N.A., vetere
vrach (Serovs Sverdlovskoy oblasti); KOSHC..HUU, P.M.; VOROB'IYKVJI
MoM.P kand.:veter. nauk;,YANCHENKOj, P.Kh., veter. vrach;
AMELIN., I.P.; BYCHKGV., A.L., kand. vetero nauk; SHVYRKV,,G.I*.?
vetero vrach (Stavropol I sk-iy kmy),- DANILIN, N.F.; TRUSHIN, A.Zas
veter. vrach; SKEffPNIKOVA., T.K., veter. felldsher; MIRREM.. A.D.;
KAWANGVA, Ye.M., kand. biol. nauk,- REMOV., Ye.S,, mladshiy
nauchnyy sotrudniko ANTIPINg D.N., referent
From helminthological practice. Veterinarlia 38 no.7-.55-58
J1 161. (MIRA 1618)
1. Reshetovsldy-veterinarnyy uchastok, Novosibirskoy oblasti.
(for Rudometkin). 2. Sovkhoz "Buda-Koehelevskiy" Gomellskoy
oblasti (for,Eventov). 3. Sibirskiy nauchno-issledovatellskiy
veterinarnyy institut (for Dollnikov). 4. Khartkovskiy veteri-
narnyy institut (for Palimpsestov, Simonenko, Goncharav)o
5. Blagoveshchenskiy sellskokhozyaystvennyy institut (for
Bezrukov). 6. Novo-Nikolayevskiy veterinarnyy uchastok Txasno-
darskogo kraya (for,Isochkarev). 7. Karpilovskiy veterinarnyy
uchastok Chernigovskoy oblasti (for Ponomarenko). 8. Famalinsiziy
veterinarnyy uc.hastok Krasnoyarskogo kraya (for Koshcheyev).
*~tinued-~~owwnexvrcard)

S/10-9/62/000/003/0'52/098
D228/D301
AUT ORS: -Rozenberg, G. V.,,Rudometkina, N. D. and Mikh~
aylin,
I. M.
TTTLE: Angular relation of the matrix of dispersion of atM*o_
C)
spheric light (Theses)
PERIODICAL: Referativnyy zhurnal, Geofizika, no. 3, 1962, 27, ab-
stract 3B219 (V sb. Aktinometriya i atmosfern. optika,
L., Gidrometeoizdat, 1961, 215-216)
TEXT: The components of the matrix of dispersion for atmospheric
air were determined.experimentally. The observations were'mada on
the foothills of the North Caucasus in Septemberl957.,Photographic
and visual measurement-procedures were used. Some persistent fea-
tures of the angular relations of the dispersion matrix.components
which are characterisu
tic for, the presence or absence of fog, are
mentioned. The marked ellipticity of the polarization of,scattered
light was established. /-Abstracter's note: Complete translation. 7-
Card 1/1

25902
S/114/60/ooo/010/010/01.1/xx
191000,
Ei94/EI55
AUTHOR. Rudomino2 B,V., Engineer
TITLE- Strength calculations on a pipe bend of small radius
of curvature
PERIODICAL.- Energomashinostroyeniye, 1960, No.10, pp. 25728
TEXT. The usual standards give no.formulae for.calculating
the wall thicknesses of sharp pipe bends. For:sharp bends of
circular aperture, design formulae are'easily obtained frori Lhe
conditions of equilibrium of the pipe wall, using mean.values of the
annular stresses al and longitudinal:stresses .02 caused bythe
internal pressures, The notation used in the article is evident
from Fig.l. Thefollowing formula is derived for the annular
stresses 011,
pr R + r cos y rcP COS %0
0 02
1 -S R + rc P Cos %Q + rCP Cos (P
The longitudinal stresses should balance the longitudinal force, due
to internal pressure, and the following formula, is obtained for
Them.
Card lA6,i,,-

25902
S/114/60/000/010/010,/Oll/Xx
strength calculations on a pipe bend... E194/E155
2
p r p 1 2
s- T ~ 10-0 -4-y, kg/mm (2)_
2 i-OO- * s(r + 0.5 t(l + t
The strength is checked by the following formula2
2 2 2 2
+ 2a .(P) 2 (5)
) I CT " 1,
2 3 2 3 o n
Where,~. 03 is the mean radial stress; orb is the referred stress~
k&/mm2j a *'kg/mm2
- X,4n is the permissible stress, ~ y is the safety
factor, which, depending upo n the material used, is about 0,7-o.8,.
The formulae given above are convenient for checking the..strength o f.
a bend of given dimensions but are inconvenient for solving the
c--onverse problem of determining the wall thicknesses7 for which the
following formula may be used:
pd d
C ul. min (6)
3
250 P k
k
where., d is the internal diameter of the bend,, mm;.
Card 2/6

25902
Strength calculatio I s/ll4/6o/oo9/oiO/Ol()/Oll/XX
ns on a pi.pe bend... E194/E155
c is manufacturing tolerance, mmi p is operating pressure, kg/cm2
M =(lOOOAOn Y )/p is the ratio of the permissible stress to the
pressure k is a factor allowing for the increased design stress
in the bend as compared with a straight pipe of the same wall
thickness. For a bend of uniform wall thickness the coefficient
k :may be determined by the following formula;
I o.6
k 1 + ~n- (0 *53 + (2n. - 1)m 2.1) (7)
where: n = R/d is the.ratio of the radius of curvature of -the
bend to the internal diameter. This formula though approximate i's
sufficiently accurate for practical purposes. In a bend with walls.
of uniform thickness the permissible stress is reached only in-wall
volumes near to the centre of curvature, and the-remainder of the
pipe wall is undev-stressed. Theweight of the bend,could be
substantially reduced if the wall thickness decreased as the angle
(p diminished so ds to maintain the.same permissible,stress over
the entire cross-section of thebend. The general case iE not
considered here but only the illustrated case in Fig.3 in which the
.Card 3/ 6

-- --------
25902
Strength calculations on a pipe bend ... S/114/60/000/010/olo/oli/XX
E194/E155
section is an eccentric ring bounded by two circles with a distance
e between their centres. The wall thicknesses t and t' are
selected in such.a way that the stress at section f on the inner
rim of the bend and that at f1 on the outer rim are both of the
highest permissible value. It will.be found that the stresses in
the remainder of the pipe.are then somewhat less than this. , To
simplify the calculations all the dimensions are expressed in terms
of the:Lr rat:Lo to the :Lnner:rad:Lus r? whIch.1s taken as iunlt
length. The method,of calculation is illustrated by a numerical
example using the formulaegiven above,and it is found that with the,
particular conditions chosen f and V are practically the same.
In conclusioni a numerical calculation is made for a pipework bend
in cast steel 20XMjb-j7(2OKhMF-L) for steam conditions of
140 kg/cm2 and 570 .0C.. The formulae can be.us Ied to so lve the
problem of determining the radius-of curvature.at which the.wall.
thickness does not exceed a certain permissible limit. There is. a
specimen design for a bend with the centre bore offset.in Orhich the
weight of metal is 379o less than in a similar bend of uniform
thickness. There are 3 figures and 3 Soviet references.
Card 4/.6

YU. F~_
TITLEs Peculiarities 'of complex formation of pbos
SOMM AN SSSR. Dokl,47V Ve 161t no. 3t 1965, 60T-610
,TOPIC TAGSt phosphonio :acidg-complex compounds chelLate, metalorgsitic- coqxwnd
;~BSMCTt The complexing properdis of athylendisminobimetbylphoophbnLa'a'3id (1)
.e+,bylendiaminobisisopropylphosphania acid (II) and otbylenedisminobia*etbZrlphodphaald
-diacetic acid (III) have been izzw stigated. From potentiometric titraticm a
I
_41I are tetrabasio aoids and III is a hexabasic said
itlis concluded that I w
ha4ing a double beteine dtmoturs. Complex formation with the cations Xg, Cat Srf
CU, li, Co, Zn' Map F9+39 Be. Yg Lap Prq 09 gap Eng Gdg Thq Dy, No# Erg Ilm, Yb, Lm
vas ~studied. The pK values of the &Aide were determined. Formation of b4rdrog=
complexes was observed for a I t I oomposition of components with &U a Abions with the
+3
:eXcinition of the alka, i earlh catioaso For Fe f art Alt U29 Tht 6n4 the r=e earth -
elements the formatien of bydrwq immplexes wee observed. The rare cart# elmunts
Card i/2

Vu;
-NRt AP50105132 -
CESSION
band Th form In preasuab bf- excess- 0t tio
organic complexing agents form especially stoble b7drogen amplemes as comilmwedwi*4
cwbWllio complexing agents. Orig. art* hut I table# 3grapbag and 5 form,
IATIOU
M
elenentoorg~ni skikh V*&Mainfri- ZW M-W -(1hs`kMW- acw~~LIL~l
#4 4~
Compomda, Academy of BaiemcWSM~
iSUDICETMS GOOT4 EUCLt 00 SMI 1=2 00
REP a 005 ormu - 009~'
+7
in~ 2*-A
rd 2

M.1.$ akademik; DYATLI.-VA, N.M.; V.11.;
1-1~,mi-clear beryllium ccrn~:,lezcnateE. Dok!. ANS 6' no.6:1311-
-I - ~. - .1 4
131-4, 0 165. (MIRA 18:10)
1. institut, khimb-,!heskikh reakt-,,ov i cscl)j chisty, khimlcheskikh
-esi,
whesLv i Tnstitut soye(ineniy AN SSSR.

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A 0 -A-I-- S.-AL-L-JL-.L M T IF I T
IL
A, 41. toot I
0100I.filt .DIA
r
10a Swis tor Rd Work. D. W. Rudorff.
lurgia, 1040, vol. 34, Aug., OVIW193~.- German
00 Ana Russian investigistions on the development of
00 substitutes for the high-tungsten tool steels are
00 reported. The dAL& jare taken from & paper by R.
11ohag". W. ViNker. and R. von Tinti (mg Journ. 1.
and 8.1. 1D45, No. L, P. 61 A), And S Russian paper
ZIA by .1. ~. Holler and A. Y. Truskov. Ile Russian lee
a: authors found that a tool steel can
0 be given the
0
00 required mechanical strength by addingLI-1.5% of
chromium, whilst the required high critical tempers-
00 J.- ture can be obtained with a afliom content of 1-0-
'I
00 f 1-5%. Ile carbon content should be kept at 0-3-
00 0,40je. The Russian efforts towards dispensing with ago
loon-
-r tungsten have been n-'-Iv directed towards nili
Mangance&-chromitun at".
-j j;
too
AS*' k A olIALLURCKAL I.MNATWIF CLAISIPKATKis
,).IA 00
it
0 U IS it '0 it, An I I a 'W 0 1 IF of Aa 11-- 3 9 9
I? D it OP M of a 91 W K a rE It K 910 a I
e
I-A 0 a 0 0 0 0 e a a

Y--W-n-lj Is
T-T- AA of
AI I AL4 -L--A III I I L L
so -so

XWWini fod mW AuMenWe beels.
00 lurgin. 1944), vi-I. -12~. June, pp. tia 415). Ilao autlmw rtivic-up rolmicts
-
A
r
w
S
R
th
f
i
h
U
S
i
i
e am
c
a
e
.
.
. on
o
vio rt
mat
nvust
uns in t
.
gat
so the
tLitrit'ing of tool stivels and the nitriding of austenitic Ptterl*; -00
Of
firpt tiam by Upchin and Glazyuk and the wcoW ky K~Iopov . 041
00 Journ 1. and $.I., IIW, NO. L. jil 1. 141) Aand 90 A).
17' lee

*Ott'.
00 ZOO
00
400

Oee
00 1

4ge
see

ties
A DITALLUPOKAL L17114TWI CL 5WPCATtC"
*tow 11'.0
Q.c
o -
, T low 6*.

0 jl.
0g
1
I
I
0U It At %0 AS IF a-F a w ItI if
it I ;

1
"a

1 1
;,. L S 8 MAa 0 9 1 IF 91 9G
:'A66

l 0 0 0 0 e 0 0 0 0 0
o ,
0 0 0 0 0 0 0 4 0 0 0 * 0 0 0 400
o
9 O
1
0 0 0 0 0 We 0 0 a 0 0
g ,
0 0 9 0 0 0 0 o 0 0 0 * 0 0 o 0 o 0 0 0
0

A5 L--JL-L-J J A 0 0
ell A~ 0.0clists AW ..pg. 0
00
A
Ralwain OP641WO Deniiin, 1). W. Itts-liprit. (Alelml-
00, ywmn
jurgia, 1041, Vill. :14, DMI., if). 37-M).
iww JAM4in ciptin-howth fi!rttamisp at the 7allon)AMal Wurks it,
lit" U.M.H.H. Tile hearth incesures 441 ft. x 15 ft. I) lit. Tile
64turn is 414 in. thick at tits mutes, thin being tuatle up of Natoli
nuWmisita 9-1 im, nutgnmita lifick 20-7 in., firrbrick 7-1 lit. awl
iiiinilation material 4-0 lit. 11mm funuumis fullow in tile main the A zoo
laylout dmiribril by McDowell (arm Journ. 1. juid $.I.. IIHIP, No. L.
It. 2 A) but Owing 10 tile IYIYO Of dtxlr tile J1144"t tif OW nK)f Kn4a In
very steep with a rim 4 1 In A-A. Venturi type Imirtio aro 1110yod,
'*Its
tile if * of I i I CAlows experidinve at other Ituiwitui works.
Slag =1-t di:11.111r.11.1t, am limilotl on i~z mitiniate of 12-1 Ill. of see
go. The jourfare &n,& of tile chockior%ork
polltv slag per tots of steel.
Is ~1190 il!"
is rewitil lit ilia ltt*t rrkwwl lit ilia funuic'e. (II&I luul 4IM17 cu. ft.
being provided itt tho itir and grx chituthlini nimpretively. see
use
a*a r:.,
woo
wee
,Joe
It'L rw 0 W IN 0 As a 1 0
ITU -A~ -
3 U ft if M3
49 0 0 0 0 0!0 0 0 0 0 0 0 0
14, 0 0 0 0 * 0 0 0 0
0 00 a 0 W

it if m is W~ A'
iv, -s-.
A r 2r' III A.0 1-0 680 -0 i!_-(
A PODCJSSII A.0 PNCP(Oyll%
00
RUSAIlAn open-hearth furnace tfisalln. 11, W Rodoril.
00 J; 1.
ifet,111"'Cl's 23, 37 -111(tioll). No 2t.111-1 w
00 at she zalknothe Sltt-l Wor.. I,- J-r I
I fie filtilace NH Itan i, W ft. X 15 ft. 11 in., drillb I [I. I
09 111 llicloding 111%last [fir VoLdifthed-liarge is 125414-t$. ft, 10111
00
III liq crisis r the billions Is 11, 1 in. thick, comkiing 1)( 0.1 -00
its. (owil ma(lveofr, Z11.7 its, (it timsim-Nits, litick. 7A in, fire -00
firi, k, and 4.5 in. (I( light -wt. insulation. . rhe beat lo',
0 through the furnace is esvil. wt 661 If. I. it. per %if. ft. tier '00
Ir hr. Dotirsills are lftO roul"I and or wrltfr,l cou~lrucfinn seat
The rim)f is 21 I/a in. thick at the skew barks aml 18.1 in. in
the firer span. The annual firmfurtion 4 the two =M-tou
00 furnart-s is estil. as 1.50.0M sluni each. Output fxr nominal
fir, I* e,td. at 19 tons. The furnace% are heated with mi%vJ
*0 gas I)( variable calorific value. The m;r 4upply k lorovidiA 0
toy a Sirocco fin delivering 2N,(Xk)cu. ft. per rain. at a Ntutiv roe
pressure of 1.4 in. water gage. Chinine" give allout 3-
its. draught. so
see
::O0
wee
ts 00
i a . I L A METALLURGICAL LITFRATtlill CLAS$IFKATION Wee
;
t
An L S a is, 0 is a I IF 111 7 a 3
U as AV im K cc ft it K
0 0 as
so g 0 0 0 0 0 0 0
00000

AA. ML(L. L-a-A--a~ 1_6 4 a
00 4
04
go _00
B 63
Suporhoators for water-tube boil era. Southcott, L. C. And .00
so Inst. Fuel War Time Bull., pp.. 1-14, ~ Oats, 1944. - The recent ~41
develo,-mants in Britain, U. S. As, U*S.S.R. and Carmany, atre doseribede .00
:0 In, Britain the earlier types of superheater tended to restrict the gas .00
A 0
0 0 passage between the boiler tubes, but this trouble ban been overcow
00 j ) 004rate
in recent installations. Most superbeaters have been designed tA
00 under adverse conditions so that during most of the "perstion there is 0
00 a an excess of super-heater surface, and various sche=B have boon 6671sod 0
00 .
to overoLxms this difficulty, such an Increasing the weight of gme 0
; .4 0
00 pas3ing over the cuparheater, the effect being to lower the furnace
2 900
00
0
temperature, to xzmd reduce the heat absorption In the furnace, sand
0
00 raise the sto= temperature. Details are given of euper-hosteor ze 0
failures in Britain. An account is given of Rusaian practice, including 40-0
details of come of the experinental work which has bee zi done in go 0
boo
connection with boiler Installations, and the routine stomm-gaz'PlIng
tie 0
a:t methods employed. A. C. W.
00
e 0
b
100
Inv,
woI d.L *a a-- iti 1300
0 CW 0 9 0 1 9 0 9 A-, 0 11 0
--jib -U--i is I
a o0m Kit 1111 tt it
010 0 0 a 0 0 s 0 0 0 0 0 0 9 0 0 0 o 0 0 a 0 0 0 0 0 0 0 0 0 0 a 0 0 a 0 0 a o
0 0 0 0 0 0 a 0 0 0 0 a 0 * 0 0 0 0 0 0 0 0 0 0 0 0 0 41 0
-Zi 0 0 P 0 0

0
& a IS 0 a 0 0 a a * 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 0 0 0 Ole 0 & 0
0 0 to 0 0 so
0 0.0 0 so 0 0 0.0 0 a 0 0 0 a a 0 : 0 0 9 0 0 0 0 0 0 a a a 0 0 a & Ole 0 0 0
5 0 10 a
Irs 9 3011 U3134 A36 VIIII Joe 414243 Ad 411T CO. AT u TI,
9 C It W 0 0 A L a Ad a I I LOW " 1 0100
0
L -14~
00.
0
.0.1
101.93111 U30141111VII. 1,111.81T
0
0
00
0
r
00
00.1
0!! - Iles
90 00
see i C. 00
v99
*on go
tits"' 4
go
113.11033
1 111110115 J114-0 u1 14431 00W0 in jualuCL3 j
JIJ.L -3NLU pull SIDA )0 JaAll aqI III valvIntussaiv suauLV!d
s(i2ja aq.L *-%op ul 102- Jo %C0*0 911) its aluscip %Amp 00
00- (y_9 J21)v Pa~Uasqt) aju g",Kmj j0 qUw3 aqj jo jqwDUVA3
pug waIj3jtl3 ptm SIVJ JO I 213a 3qI u awa=.;*-4")- 1: so
00* to
tl vAGfoj *vA"gAaqwpnw 'I *u
.; *S agappd
.=t"2" jiiq~ S;P so tog" ;0 wo
00 P n!= 10 1361M
0 is
!spow) -if G"v Got
0,
rr r-,v
-T- ty
61 11 r
~,-, ~q-s
of 0 a K a a of mi a is A IT Is It at A I I & f I C,

j, 21 21 W 11 1j. is A Is ~- '3010.9 a . Ajai Nor
A L P-if
A a

AT
00
Zu Do IFX :y a_ --7

Determination of Secale cornutum In flow. It. L
.00

0 titrated vollwhilelfically against 01 coiNO'l, '141111'er'l
Dettrovination of Sacale corautuna in broad. Ibid. 77. ,4t
00 (Itchl).-The above method was (Dund sali-thictory lor
i
I
K
d
h
d
(
o0
tcra
vur
ous
s.
et
e
s
or the detarnalstation of Tilletic z
tritid In Rour and In bread. 1). Zkonikov. Ibid. 9 1 ti-,.
T
hedri-I mit"tattact, is cntuj~ with hot ivil jV.V*c)jj on.1

the Imeterits in a drup are then viountril under a nik-romeirw. =00
F. Ruchtnarn

0
0
Ago

jo 19
L
A S A L a a[TALLURC.KAL Littta-ILRE CL.SSIFIC-TIC4
i Voo
11,34. J-i
It,
`ia All L
0 0
r

rjla- - -
I

RUD,V~ 'Ya PP 164T33
USSR/Engineering Boilers, Jun. 50

ISAKOV, I.S., prof.,,admiral flota v otstavke, otv.red.; SHULETKIN, V.V.,
skademik, inzh.-kapitan,l ranga, zamestitell.otv.red. po II ~tomu;
DEMIII. L.A.. dotsont, kand.geograf.nauk, inzb.-kapitan I ranga,
glavnyy red.; ABAITIKITT, P.S., admiral, red.; TIZE,'V.Yu., red.;
GERASI?43V, I.P.. red.;,GLINKOV, Ye.G., inzh.-kontr-admiral, red.-.
DROZDOV, O.A., prof., doktor geograf.nauk, red.; ZOZULTA, F.T..
vitse-admiral, red.; PAVLOVSKIY, Ye.N., akademik, general-leyte-
nant meditBinskoy sluzhby, red.; POGOSYAN, Kh.P., prof., doktor
geograf.nauk, red.; RUDOVITS, L.F.,.doktor,geograf.nauk, red.;
SKORODU[4)V, L.A., kon'tr'~-'bLd-m~1'r-'al','~ie'd.; SHIRSHDV, P.P.. akademik,
red. [deceased]; BASHILOV, G.Ta., inzh.-kapitan-2 ranga, uchenVy
sekretar'; SEREGIN, M.P., kapitan 1 ranga, red.kart: RYABCIrIKOV,l
SL T., podpolkovnik, red.kart; TEGORITEEVA, A.V., kand.geograf.nauk,
red.kart; AVERIYANOVA. P.S., kand.geograf.nauk, red.kart,- BUGORKOVA,
O.S , red.kart; GAPONOVA. A.A., red.kart; DMITRIYIEVA, T.V., red -kart;
DOT;-7M, Ye.I., re'd.kart; KONYUMVA, L.G., red.kart; KOWWVA,~Ye.N.'
red.kart; LUMIOVA, L.S., rled.kart; SMIRIIOVA,,V.G., kand.geograf.",
rad.kari; CHECRULINA, Te.P., red.kart;,SHKOLINIKO-V, A.M., red.kart;
GRINIKO, A.M., tekhn.red.; IVANOVA, M.A., tekhh.red.; WROZOVA, A.F.#
tekhn.red.
[Marine.atlael Morskol atlas. Otv.red.I.S.Isakov. Glav.red. L.A.
Demin. Izd. Morskago generalsn .ogo shtaba. Vol.2 (Physical geography]
Fiziko-geografichaskii. Zamestitell otv.red. po II,tomu V.V. Sbulei-
kin. 1953. 76 ,maps. (MIRA.12:1)
1. Russia (1923- U.S.S.R.) Voyanno-morskoye ministerstvo. 2. Cblen-
korrespondent Akademii r1auk SSSR (for Vize, Gerasimov).
(ocean--maps) (Harbors --Maps

!,)r T
The Committee on Stalin Prizes (of the Council of Ministers USSR) in the fields of
science and Inventions aamounces that the following scientific vorks, populeLr scien-
tific books, ema textbmks have been submitted for competition for Stalin Prizes for
the. years 1952 and 1953 (Sovets!E5X& Kulturs Moscow, Sq.. 22-40, 20 Feb -. 3 Apr 1954)
New Title of -Work Nominated b,,t -
11,~arine Atlas" (vol 11, Geographical Society
S'-Luleykin, V. V. of the. L133.., Academy
~Deairi, L. &i. of Sciences, USSR
.Vorcblyev, V. I.
regin, 1%
yea;forlyeva, A.V
arairnove, G.
fatsev,
Babakhanov, A.
Volkov, F. G.
Salishchev, K. A.
Gr1ov, B. F.
-Kalesnik, S. V..
6~-vedel Ye. Ye.
Snezhinskiy, V.
~:,0,7,lsyan, kli. P.
Drozdav r A.
so'
W-36664, 7 July 1954

KAKHROV. YU.V.; AP,OVITS. Ioao Friteovich. profesoor, doktor geograficheakikh

. ~TA

,-~ tA 0 () v.% -i -, L. . V-

YAKOVLEV, S.A.; APUKHTIN, N.I.;-BOCH, S.G.; VOZITESIRISKIY, D.V.;,GRDIIOV,
V. I ZRUKDV, It. H. ; KRhSNDV, I. I. ;rHNGERSGAUZBN, G.F.;
PMRONS, V.A.: POKROVSKATA, I.M.,- RUDOVITS Tu.L. [decea ad];
SM-BIUVA, A.S.; SHARKOV, V.V.-, EPSffTffw,-StY.---,--qwVLRVA,,, S-..V.;
VF2STAK, G. Y. redaktor; GUROV. 0.A., takhnicheskiy redaktor.
Netbodical aid for studying and geological surveying of
quartornary deposits; description of methods] Metodicheskoe
rukovodstvo po 12UChenliU i geologicheskoi s"emka chetvertichnykh
otiozhenii; opisanie metodov. Sost.S.A.Iakovlev. Moskva, Gois.
nauchno-tekhn.izd-vo lit-ry po geologii i okhrane nedr, 1955.-
485 P, [Microfilm] (MLRA 9:1)
1. Leningrad. YsesoyUZW geologichaskii institut.
,(Geological surveys) (Geology, Stratigraphic--(Zaaterna3.-y~--
Study and teaching)