SCIENTIFIC ABSTRACT KALININ, N. - KALININ, I.

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• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R000620110003-8
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: August 10, 2001
• Sequence Number: 3
• Publication Date: December 31, 1967
• Content Type: SCIENTIFIC ABSTRACT

Structural Damping in (Cort.)
SOV/5501
PART I. SYSTEMS WITH FRICTION COUPLINGS
Ch. I. Press Joints
1. Simple system 16
2. Dispersion of energy in press joints tinder torsion 22
3. Dispersion of energy in press joints tinder tensile and
compression stresses 33
Ch. II. Build-Up Beams
4. Pure bending of beams with plates 42
5. Transversal bending of cantilever beams 47
6. Transversal bending of multilayer cantilever beams 63
7. Transversal bending of thin-walled beams 76
Ch. III. Friction Couplings
8. Two-disc coupling
9. Multidisc couplings
85
89
Card 3/5

Structural Damping in (Cont. )
19. Threaded joints
20. Grooved joints (rigid base)
21. Fir tree type grooved joint
Conclusion
Bibliography
AVAILABLE: Library of Congress
Card 5/5
SOV/5501
143
152
157
163
166
AC /dwm /bm
8-14-61

LEUKDKV, Yuriy Alekseyevieb; IEBMIEVA, Vo2ga
Ivanovna; PANOVXO, Yii~v Gilele'vich, prof. doktor tokhn. nauk;
SrRAKHOV, German Ivanavich; VENGRANOVICH, A., red.; FILADZE, Ye.,
tekhn. red.
[Structural damping in rigid jointo] Konstruktslo=oe dempfirovanie v
nepc>dvizhrWkh soedineniiakh. Riga,, Izd-vo Akad, nauk Latviiskoi SSR,
1960. 169 p. (MIRA 14:11)
1. Chlen-korrespondent AN Latviyokoy SSR (for Panavko).
(Damping (Mechanics))

KALIVIN, N.I.
Mechanizing accounting in railroad transportatisn. [Izd.]
IONITOMASH 44:148-151 158. (Mm 11:9)
Olailreade-Accounts, bookeoping, ate.)

KALININ, N.I. ,
Jaw-type clamp for replacing PKN_6 Inserts. Avtom , telem.
I aviaz' 8 no.6:42 Je 164. iHIRA 17:6)
1. Starshiy elaktromekhanik Voronezhakoy distantaii signalizatail
I avyazi Yugo-Vostochnoy dorogi.

FiMOV, G.D.; TROITSKIY, I.D.; N.K., rmuchnyy satrudmi1c; SADAKOV, A.I.;
KALL[1119 N.I.
One hun-.Irpd and 3ev,.,.itL--rT'tIi anniversary of the ;'-Aektropruvod"
electric cablo plant in Moucov. Vent. elektropro!,i. 31 no.12W-23
D 160. (HIII 2,/,;2)
1. Dire';,.tor I-Ioskovsko-o '-.ab,,.,llno-o mvoda "Zlo'ctrowwod" (foL- Frolov).
u 0
2 Glavn inzb, I'.*skovs':ogo Xabollno-,o zavcda I",I`l-!I:troprovod" (for
Troit'lUll 3" Institut isto-ii Y~.Steitvoznriniya i te%hnila Ag S,,S;
(for Laman). 4. Sekretarl Ixirtlynoy or-mizatnii 'etm-3kovsIzovo 'mbell-
no.-O zavada "Elektrop,.,ovod" (for 9a&ko~). 5. Pr(--dseda',eII-zav':o.-m
LVoskov3'-.ogo kabellno.-o za-voda "Elelftroproirod" (for
(~foscow--iectria CILM03)

ALEMYEV, A.P., kand. biol. nauk; LIJKASHEV, A.I., kand. sell-
khoz. nauk; BELEVTSEV, D.N., kand. sellkhoz. nauk;
at. nauchn. sotr.; ZIMANOV, L.A.) akademik,
red.; ALEKSMVA, R.L., red.
[Sunflowera in the Dan Valley) Podsolnecbnik na Donu, [By]
A.P.Alekneov t dr. Rostov nu Donu, Roiftovalwe kniidmioe Izd-
V03 1964- 110 P- (MA 17:6)

MININJ Nei*
Regulations should be kept UP to datO- Avtlm-, telem. i
sviaz' 7 no.6-.36-37 JS 163. (KRA 1793)
-1. Starshiy elektromekhanik Voronezhskoy distantDii signal!-
zatsii i svyazi Yugo-l'ostochnoy dorogi.

CHEBOTAREV, Nikolay Petrovich. Prinitc-li uchastiye: BLIZIIYAK,Ye.V.)
doktor tekbn. naik, prof., retsenzent (deceased]; AFOLLOV,
B.A.) doktor tekbn, nmkj prof., retmen2ent; DEPPIII, A.11.0
doktor tekbn.naak, prof., retsenzent; MOV, V.D., kand.
tekhn. nauk., retsenzemt;_EgPljjS
Aj,.,,red.; BELYAKOVA, Ye.V.,
red.; GBORGIIEVA, G.I.# tekhn. red.
[Study of runoff] Uchenie o stoke. Moskva, lzd-vo Mosk. univ.,
1962. 405 P. (Runoff) (14M 15:8)

i 3(4,5) FWE I BOOK EXPIDITATION sov/1655
,Akademiya nauk SSSR. Kamitet po, geodezii i geofizike.
Tezisy dokladov na XT Generalluoy assembleye Nezhdunarodnogo geodezicheskogo, i
geofizicheskogo soyuza. Mezhdunarodnaya assotsistsiya nauchnoy gidrologii
(Abet'racts of Reports Submitted to the Ilth General Assex"oly of the
International-Union of Geodesy and Geophysics. The Internatioml Assa-
ciation of Scientific Hydrology) Moscow, 19574 101 p. /Parallel texts
in Russian and English or French/ 1,500 copies printed.
No additional contributors mentioned
PURPOSE: This booklet is intended for hydrologists and civil engineers.
COVERAGE.- This collection of abstracts covers reports presented at the lIth
General Assembly of the International Union of Geodesy awl Geoybysics on
hydrologics.li erosional, and glaciological . processes. Studies related to
problems of underground waters, snow, and rivers are also discussed.
the abstmete artr, in Russian, with English or French translatIons. Those appear-
ing in English are designated by a single asterisk; those'in Frencb- by two.
There are no references given.
C ard 1/4

IAbstracts of Ileports (Cont.)
/TABLE OF CONTRUS:
SOY/1655
Alpksepyev, G.A. Principles for Computing Mxftm Runoff in the Absence of
Actual Observations 5
win-An- G-.O. Computing and Forecdating Runoff by the Inflow of Water
::7~
In o A~aWi;er Basin 12
Llvov:Lch, II.I. Factors Affecting River Runoff 17
Lopatin., G.V. Deposits in USSR Rivers 22
Piotrovich, V.V. Computing Dates of Freeze-Up and Ice Clearance in
Water Reservoirs 27
Popov, I.V. Variations in the Shape of Water Reservoir Rime and the
Porecast of Such Changes 31
RaMmanov, V.V. Influence of Forests an the Accumulation and Thawing
of Snow in Relation to Keteorological Cowlitions 36
Cara 2/4

Abqtracts of Reports (cont.)
sovI1655
Shulltox V.L. 'Basic Characteristics of.the Regimen of Rivers of Central
Asia in Connec#on With Problem of Their Utilization * .40
Bogamolov,, G.V.jand N4A. Plotnikov. Classification of,Underground
Waters and Their Representation on-Maps ** 45.
Makarenko, P.A. Characteristics of the Fomation of Underground Runoff
auto Open Resorvoiri and Rivers and Methods of Determining Then 48
Konin, V.N. Conditions of Und*rground Water Acc=Lulatioa in Deserts 52
Tugarinov, V.V. The Study of the Process of Atmospheric Water Vapor
Condensation and Its Role in the Formation of Underground water's 57
Kudelln,, V.I* Principles of-Reg:Lonal Evaluation of Natural Reserves
of Underground Watera'and the Problems of Water Balance 60
Ovchinnikov, A*~(# Hydrogeological Maps of Folded Mountain Rooms
and,Their Significance in the Evaluation of Underground Water
Reseives 64
Card 3/4

KALININ. G
Working the steep slope of the rich
Kir.SSR no.4:203-220 '57.
(Sulyutka--Coql
sulyuktn bed. Izv. AN
(KM 10-7)
mines ind minin,-0

KAIMN, G.P.
Coal industry in Kirghizistan and the seven-year p3m,
Ugoll 37 no.1912-13 Ja 162. (KnU 15s2)
1. GosudarstvmW nauchno-takhnichookiy komitat Ki2ogizakoy
SSR.
(KirghizistAn--Coal mines and mining)

YELYUTIN) O.P. (Moskva); K.UUNIN G-P (lbskva); ROGOV, G.I. (Moskva);
,KMOHDVY S.M.
Physical and mechanical properties of alloys in the.system titardun -
molybdenu.Vt - aluminum. Izv. AN SSSR. Otd. tekh. nauk. Met. i goz-. rdblo
no.l-.176-180 Ja-F 163. (MIRA 1613)
(Titasdua-molybdenum-sluminum alloys-Testing)(Phaue ijile and equilibrium)

L 1122j-:~2
~WP(q)/XWT(aj)/BD$
AMMM11 NR: AP3000915 /6 27 W. /00(~ ltio~/ M4
AUMORE: . Yelyutin, 0. P. (Moso1w); winin, ri. (14080041~,; M~
(Moscow)
At
-TIM: Physical_j#operties of ~tit=iuz_rich alloys of i~e"
tin systen
-~noyt
OUR AN SSSR. 1%v. Otd. t4kh. nauk. MatwUursly~a I 'go di!lo, no.
1963, 136-140
ysiem, titani=-rich alloy, A-Utnaittii-rllcii-
TOPIC TAGS: titarium-a1uminx=-1,,1n a i I
alloy 'structure, titanium-rich-ELUoy resiatiTityo resistivit,'teaporature
coefficient, themal eleetromotive force, heat d0nduativity' ti4':23UrA_ri
alloy strength
AWTRM!: The physical and aeaanical properties of Ti 1416v6 with up to
vie',
Al and tip to 25% Sn have been studied.+ The alloys were tad 1*. 4 noncoz=&IS.
rias at.-ai, tempera*~Zel*:-11
electrode are furnace in an argon stmosphere,.forged Into r
ranging from IIOC-1200 to 700- SCOC, annealed in 9, 'vac= 0t i x lb-i5 Rg
2200C for 3 hr., and coo.Led to roi:nn temperature at. a rate otl=fio(j.., Afteil ~i
Card

13.09."3
ACCESSION VR# AP3000915
this treatmentill, all alloys- hacL:a single-phase structure of!,, (%--solid SOlutiomb
was found to Increase steaditIV wiih;'! inc.
ElectrLcal resistivity at 20C
Sn or jkl content and reached 1, 85 to 1.90 ohm X =2/m in ajloy~ 1%r itb 745 tio~;
14 Al and-2.5 to 15% Sn. The tem:~erature coefficient
rema:Ln:Eng constant for a given alloy in the 20 to 18W r440, aqci~e~ 'Ses-11 4-arly'l.
with ii2creasing Sn or Al content and is 20 )i 10-5/de foi 4.11oyd i4tb:7- 5
'i_ 10% Al ana 5.0 to 15dio Su. .7hethermal emf (Ini couple witb for
pure T:L is +5 mv/deg C, decreases by'alloying with Al or S ..and. at:2, r
Al Is negative. A maximum thermal ei of -104 v/deg 0 rw Sh
ternaz-.r alloys with up to 10 to 20% Sa and 5 to T-5i% Al. th ~dlloylmg
X SOC X
elements decrease heat conductivity from 0.030-0.013.cda/~ dog fo;-.
T.'L-to--0.012- cal/Cm - x--sec-_2.- deg- for- alloys--contaInIng
The tensile-strength' remains a3most unaffected on thid, 78 it
th additions of up to 10 to 12% S'n, but increases to 1 17' S'l
w
i
Vith eLongation d-ropping to 10%,. *A1 Is more, evective tliah SM U~!Stl~n ilid.mz!
alloys,, Ternary Ti-Sa-Al alloys with 6 to 34 and 4.to 7.5% UvO OL ~~n=.
card 2/3~
it
~7

1-11 1-11 1, ".', I.:- ~ - .. 1-:'. 'th., - I.- s .V - - - 1 :;.:1 '41II'Vill lilt, 1111411, 11111111141,11111:1111 floARAIRUTO III

YELYUTINt O.P. (Moskva); KALININ, G.P. (Moskva); ROGOV, G.I. (Moskva);
KHROMOV', S.M.
Physical properties of alloys of the titanium corner in the
system titanium - aluminum - tin. Izv. AN SSSR. Otd. tekh. nauk.
Met. i gor.'delo no,2t136-14o mr-Ap 163. (MIRA 16:10)

s giia, No, 11ril-1fl, ~s-p4j lose.
(h P,:
6.tw(y 'L
4 witcpt fit";J416i.11 I, I Sly., theq,
um-%#. fit ~Uuo bm%~t wi~61~ffw vwtl
. . N
-ra.m li;.wt N't, vid dwNg ihe f)j,j 1.64.1 0 ,1
I
hloq~)w area ill Ow (014,11 Wg*11.11,1 1-4 3t$ k:YJI~4 tit alm"It lfl%, it mra d 111,
with IfIl! large. limis .4 V~ ilig, 1~1 k;lier vNit m i-1 (Ile aill"Iml I'l vull'; atim. Rewi~,.fl 10'" 41C
unfomted ams with size 6f upm. ute. S'lAird 1. Py
cl itAt 4 J 109 biIII
J. Mouaw Rtiglop, U.S.- A.
A

KALININ, G. P. - -
"Basic Mettiods of Short-Term Forecaste of the Hy(iroloetcal RPe,!ITO
of Rivera." Sub 25 Dec 51. Central Inst of Ideather Forecnating$
Dissertations presented for science an(I englueerIng dfigreen in
Moscow during 1951-
4o
SO: Sum. No. 480. 9 1-6Y 55

APOLZOOVj B.A.; ~-"QIN, G..P,,,.otvetetvennyv redaktor; GHIGORITXV. V.-S..
redaktor-, ~V k.S., takhnichaskiy redaktor.
[Study of rivers] Uchenie o rekakh. [Moskva] Izd?-vo Hookovokogo
universiteta, 1951. 521 p. [Microfilm] (KGRA 8:1)
(Rivers)

KALININ, G. F.
KALININ, G. P.
Science
Principles of the methodology of short-term forecasts of the water cycle, Leningrad,
Gidrometeoizdat, 1952.
Monthly List of Ruesian. Accessions, Library of Congress, December 1952. UNCLASSIFIED.

K&LININ. G.P.; 30140V, N.V..red.; RULNVA,.M.S.,tekhn.red.
-- I -11---l"
[Principles underlying methods used in short-range hydrological
forecasting] Oenovy metodiki kratkoarochnykh prognozov vodnogo
rezhima. Leningrad. Gidromet~or. izd-vo', 1952. 165 p. (Moscow.
TSentrallnyi institut prognozov. Trudy, no 28) (MMA 12:1)
(Rivers)

KALANIN. G. P.- PA 237TIO0
USSR/Meteorology - Run-off Dec 52
"Analysis of Dependence of Run-off on Precipita-
tion (Water Reserves in Snow)," Cand Geog Sci
G. P. Kalanin, Moscow Central Inst of Forecasting,
"Meteorol i Gidrol" No 12, pp 29-32
Presents eq of run-off versus precipitation,
which facilitates analysis of the variation, ac-
cording to territory, of relation between precipi-
tation and run-offY depending on physio-geo-
graphical conditions. Derives similar formula
for distribution of water absorption.

KALINUN, G. P., and DAIRI-W-11, Z. I.
"Comumtation of the Frequency of Hydrological Phenomena on t~e Lasis of an Analysis
of Their Forimation," INeteorol. i gidrologiya, No 1, 1953, uP 46-50
The author attempts to construct practically the curves of confidence for the
maximum discharges of water an the hasis of an analysis of the conditions governing
their formation and to determine the combinations of unfavorable mateorological. condi-
tions for high springfloods, usingt-n:) large river basins as an e):iuiplt,,,. The m-Ln
factors determining the maximum discharge (yield) of water of springtime f lood3 (~~, ~-)
are taken to be the reserves of uater in the snow cover W anti the quality of the
rapid sprinc:time thawing of the snow (druzhnost') characterized by tho quantity I/t,
where t is the duration of the sprinly, flood or of st-tn(Aing hij~h waLer. MiGeol,
II,
1-) 5, 1954)
SO: Sum. Ko. 568, 6 Jul 55

ULTNTN, G. P., anc' ABAL'YAN, T.S.
Influence of Relief on the Q-Lvintity of PrecL-,L-tation. I'leteorol, L
gidrologlyn, No 6, 1953, np 22-24
Nonuniformity of e:istribution of precipitation over a teii~ritory
6eTlends uron the rouCliness of the locality and P.1tUudLnnl pooLtion of
the region of observations in relation to the surroun0ing territor~r.
In accordance with data of observations in Central Asia, StalinFrad and
Smolensk regions, and south Ukraine, correlational Cependencer. have been
found between the quantity of fal.-,.en --recipttation and a loca'Pty's
rou,7hness and altitude. In the fti-st cas., tl~e coefftcLents or corl'(1.a-
tior -,,,ere from 0.56 to 0.82; in tLe second case the correlati,-.in tuxned
out to be but slightly satisfactox-y-. The autbors consider tl-rt if the
ro,x.-hness's influence is excluded the distribution of nrecL1,14ittion
would ros!!!f-sF the -arne ?,lu-,rLal character as the (listributton of the fac-
tors formLnC them (moisture content, thermobaric regjne of alr currents).
(RZhGeol, 5, 1954)
SO: Sum. No. 568P 6 Jul 55

BUWLMVSKIT, A.I.; KALINII~, G.P., doktor geograficheakfth nauk, redaktor-,
ALIKSWWA. T.10." "reVOiheskiy relairtor.
[Soil absoprtion of water] Ypityvante body v pochyu. Moskva, Izd-yo
Akade-m-1111 r-m SSSR, 1955. 139 P. (KLBA 8:11)
(Soil absorption)

KHLINW,
Subject USSR/Meteorology and Hydrology AID P 1429
Card 1,~2 Pub. 71-a - 3/23
Authors _Kalinin, G. P., Dr. of Geogr. Sciences:,Prof. and
E.- S., Kandidat of Tech. Sci.
Title On the regulation of the flow of melted water from farm
lands
Periodical Met. i gidro., 1, 16-22, Ja - F 1955
Abstract A formula is suggested which would correlate the total
amount of "-he surface discharge of melted water with
the depth of the thawed layer of the Boil, the deficiency
in the absorption by the soil, the area of the thawed sur-
face over which the water flows, its unthawed and snow-
covered area, and the total area. For practical computation
of the depth of thawed soil, a formula is given in
connection with air mean daily positive temperature
(centigrade). These formulae show how to control the
Met. i gidro., 1, 16-22, Ja - F 1955 AID P - 1429
Card 2/2 Pub. 71-a - 3/23
discharge by clearing the necessary part of soil
surface from the snow cover. A table, 2 graphs and
several formulae
Institution: Main Administration of Hydrometeorological Service at
the Council of Ministers of the USSR
Submitted No date

USSR/Pbysics of the Hydrosphere - Gamoral Problems, N-1
Abst Journal: Referat Zhur - Fizika, No 12, 1956, 36246
Author: Kalinin, G. P., Zmiyeva) Te. B.
Institution: None
Title: On the Use of Aerial Photography for the Study of the Process of
the Descent of the Snow Cover
Original
Periodicali Tr. Ts$3tr. in-ta prognozov, 1956, No 44, lo7_liq
Abstract: Description of the aerial photographs, taken by the Central Insti-
tute of Forecasting in the spring of 1954. Yossible errors in the
determination of the mean arithmetic value V the different number
of observations of the amount of snov in a given locality are dis-
cussed.
Card 1/1

USSR/PhPics of the Wdrosphere - General Problems, N-1
Abst Journal: Referat Zhur - Fizika, No 12, 1956, 36244
Abstract: river beds. An assumption is made and justifiod that the duration
of the infiltration in the elementary slopes of the netvork of
creeks is equal to the duration of the precipitation. The ravio
of the runoff lonses during the time of rain to the rimoff losses
during the process 'of the flow from the creeks is written in the
folloving form: Pbasiin2r
Fci.Tc , 'I, Ire Fbas is the area of the
basin, iin is the average intensity of infiltration into the
basin, Tr " -the duration of the rain, Tc -- the duration of the
flow in the crpks, Fc __ the average area occupied by the creeks,
ic __ the averaee intensity of infiltration in the erpeks.
By way of examples of experimental data 'and theoretical considers-
tions, vhich give an idea concerning the character O:r. the in-
tensity of the Infiltration of the prec#itatlon in the ele-
mentary alopeswith time, a note is made of the inveotigations by
Kashin (based on Kacbinakiyla data), Alekseyeir 17 ancl Bronovitskaya,
the relationships and equations proposed by them are evaluated, and
Card 2/3

USSR/Physics of the Hydrosphere - General Problems, N-1
Abst Journal: Referat Zhur - Fizika, No 12, 1956, 36244
Abstract: the conditions under which they are valid are analyzed, and refine-
ments are inloduced.
The equation for the infiltration curv+s assumed in the following
form ii, = io + & and from it is derived an equation for the valuea
Ir
of the parameters A for actual rain flood waters. It is recommended
that the calculations represented by the equation for the infiltra-
tion be performed in the form of nomograms. An example is givem of
a detailed computation of the louses and of tho flood-%tater runoff,
of the graphical dependence between the fundaniontal parameters, and
of a general procedure for the calculation, based on the use of a
variable infiltration curve, indi-eating the physical and geographical
features of the basin, as well as the variable bydrom-eteorological
factors preceding and contributing to the formation of the runoff.
Card 3/3

Al

KAI,IMN, GenadjT p&vl&"& mAKAROvA, Tatlywm Timofev*vn#; SOMOV, IF.V.p
rsda)c~or; SH&TILIMA,14.K., redaktor; FLAUR, H.Ta.,
tekhnicheskiy redaktore
[Hydrometeorological factors determining the occurrence of high
vater in the flat lead rivers of Buropean RussioJ Gidorneteorologi-
ches*e usloviia formirovaniia vysokogo polovodlia na ravninnykh
Mod& Evropeiskoi territorii SSSR. Leningrad, Gidroaetsor'4i%d-
vo 1957. 177 po WMA 10:6)

V A Tj -JIT
". F.
11 1
"The Present Methods of Hydrological Prognosir, and Ways Leadinj-~ tc. 'Ineir Development"
by G. P. Kalinin
veNort Weeented at the 3rd AU-Ualm WdrOlOgIcAa COngrew, 7-3:1 Oct 1957,
laningrad.
(Izv' Ak N=k SMo Gar 9009mf,, 1 03-9, 158)

KAlj"V- (L-P-s- ANAL TAN, T.11.
xw~wprw-
Determining the subterranean feeding of rivers, )%toor. i gidrol.
no.5'.12-20 MY 157. Wak 100)
(Rivers) (Water, Underground)

Lr-~ r
XALISIN, G.F.; MILTUKOV, P.L.
r-"Nw .
Calculating unsteady motion of water In open bedg. Meteor.l.
gidrol. no.10:10-18 0 '57 (MIRA 10:11)
(Hydrodynamics) iDiffereritiAl equations)

M-Vl,"~. 1. -.
-
',~--,-elovnent of cethods for nrognoneg of water regimes by the
:",-!.-tral In3titute of Prognoses. Trudy TASIP no.55:35-14 '57.
(MLRA 10:9)
(Hydrology)

PHASE I BOOK EXPLOITATION sov/1883
Kalinin, G.P. and P.I. Milyukov
Priblizhennyy raschet neystanovivshegoeya dvizheniya vodnykh mass
(Approximate calculation of the Non-Stabilized Motion of Water
Masses) Leningrad, Gimiz, 1958. 70 P. (Seriest Leningrad.
Tsentrallnyy institut prognozov. Trudy, vyp. 66) 1,000 copies
printed.
Resp. Ed.: A.N. Vazhnov; Ed. (Title page): A.K. Vazhnov; Ed. (in-
side book): L.P. Zhdanova; Tech. Ed.; O.G. Vladimirov
Additional Sponsoring Agency: USSR. Glavnoye upravleniye gidro-
meteorologicheskoy sluzhby.
PURPOSE: This publication is intended for hydrologists and hydraulic
engineers concerned with problems in hydrometry, hydrological fore-
casting, and quantitative estimates in the field of hydrology and
water economy.
Card 1/3

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AUTHORS; Kalinin, G. P., Milyukov, P. I. i0V/ 50-58-7-3/2o
TITLE: On the Calculation of tho Irre lar S"tream Flow in the River
Beds by the Unit-Graph Method FO raschete naustan6vivshegosya
dvizheniya vody po ruslam pri pomoshchi krivykh dobeganiya)
PERIODICAL: Meteorologiya i gidrologiya, 1958,,Ur To pp* 18-25 (USSR)
ABSTRACT: The calculation of the formation and the displacement of
floods on the basis of the unit-graph method is used to a
great extent in the practice of the USSR as rell as.of other
countries (Refs 4 and 8). In the present paper fAe Attempt-is made
toprove the unit-graphs on the strength of the theory of ir-
regular water flow in the river beds. This is extremely. dif-
ficult owing to the fact that the calculation methods of
such 6 flow are compliciLted. The basic methods ap lied at
presents the method of the characteristics (Ref 75 and the
method of the momentary water supply which are used at present
(Refd 1v 2f and 3) are complicated and it is not possible
to derive from them a general equation of the unit-graph.
The authors suggest a new simplified calculation method
of the irregular:.- water flow (Ref 5). The calculation is
Card 1/4' simplified thanks to the established theory that each river

sov/5o-58-7-3/20
On the Calculation of the Irregular Stream Flow in the River Beds by the
Unit-Graph Method
bad may be represented as consisting of a series of aimgle
sections. For each of these sections an obvious connee tion
exists between the water volume in the tft*UOjj1OMO6n*jL szd,,.!
the flow quantity across its lower line of diviaion Q =.,f(W)1,
Such sections are denoted as characteristic sections. The
obvious dependence if the fl:ow quantity on the water supply
in the characteristic aection-makes poeoibl'6 the derivation
of a simple analytical formula for the flowi -quantity acioas
the lower line of division of the section. This depends on
the supply of water. in the qurtimiW, sectSon-- and on time,
In the case of several complementary assumptior4isuch a aimple
solution may be found simultaneously for beveral sections#
i.e. an equation of the unit-graph can be set up. These as-
sumptions are the following: I
1) the dependence q - f(VI) is linear 17
where T is constant.
2) the parameter T has the same value for all characteristic*
Card 2/4 sections. The first assumption is obligwtory.,The second may

SOV/ 50-58-7-3/2o
On the Calculation of the Irregular Stream Flow in the River Beds by the
Unit-Graph Method
be neglected, this renders, however, the equation of the
unit-graph more complicated. The authors used the second
assumption as well. (Fig 1) shows to which extent the
unit-graph changes according to the number of the character-
istic sections. On the strength of the unit-graphocaloulated
by means of the described method a numlYer of examples of
the transformation of'the flood waves as well as of the
tolerance of'the A. GEB was calculated (Fig 2). Pinally
it must be taken into aoc'o .unt tha-t the water supplies in the
river bed are exhausted. Thi flow-quantity of the water at
the cost of the exhaustion of the supplies in the section
at the beginning is expressed by the flow quantity across
the lower lines'of division of,thA1cfiELrA0teristio sections
which are multiplied with the ordiAat7as'of the corresponding
unit-graphs. The total flow quantity of the''wateg across the
line-of-division for which the'caloulation was carried out
is equal to. the sum of the-'floW quantity at 'the expense of
the exhaustion~of primary water supplies in the character-
Card 3/4 istic sections 1, 2, 3 ..... n as well us at the expense of

sov/5o-58-7-3/2o
On the Calculation of the Irregular Stream Flow in the River Beds by the
Unit-Graph Method
the increase of the water from the'upper to the lower line
of direction. There are 2*figures, 1 table# and 8 references,
7 of which are Soviet.
1. Inland waterways--Analysis 2. fluid-f-iow--Performance
3. Flnod--Contr6l 4. River currejits--Anql,
ysis 5. Mathematics
Card 4/4

3M 0/50- 58- 10-15/20
AUTHORS: Belinskiy, N. A., Kalinin, G. P.
TITLE: A Forecasting Method for Hjdrometeorological Elements (Ob
odnom metode prognozov gidrometoorologicliookAkh
PERIODICAL: Meteorologiya i gidrologiya, 1958, Nr 10, pp 54-58 (USSR)
ABSTRACT: According to the method su,7ee8ted by L. A. Vitel's the fore-
casts of rainfalls, air temperature, ice formation and water
passage of rivers are developed more and more. This method con-
cerns a clarification as to how the anomaly of baric systems of
the atmosphere is related to the anomalies of hydrometeoro-
logical forcCasts for the correspondine time. A Synoptic
catalog compiled by Vitel's containing a certain numerical
characteristic of baric formations is much in use. The idea of
such solution is progressive but the calculation scheme used
in the practical solution seems to be inaufficiently founcied
by statistics to the authors. There are several ways for de-
tecting prognot3tic charncteri *ties but the tabular method is
the principal one. In the present paper only thie latter method
is discussed as it can be estimated quantitatively and con-
GEird 1/3 tains no arbitrary assumptions. The character of the method by

A Forecasting Method for Hydrometeorological Elements S07/50-56-10-15/120
Vital's is explained. By using the recommended selection
tedhnique of values and thus operating with purely accidental
series not at all connected with the barle nyutems, one can
certainly obtain a certain number of 'Iproj~nostic characteris-
tics" which, however, are evidently uselpai.;a for a forecast.
The total number of thoue characterictica cnn b,-.- calculatod
for an accidental series by the composition method. The au-
thors point out thatthere ie no regularity of forecasts in
time and by regions, except for casea of uynchronoua comparison
of baric systems with rainfalls. A nimilar picture turns up in
the dependencies obtained for the forecasts of flow-off. it
results from the facts described here that there was no reason
for expecting a conformity between the rainfalla forecast in
this way and their actual values (Fig 1). Of course, BOMO CIX_
perts of local administration of the hydrometeorological serv-
ice formed justified doubts on the regularity oT the method by
Vitel's. An investir,,ration showed that th(- choict, tinder the
scheme by Vitel's is artificial. The scheme -Fat; di3cussed as,
due to its agreeable simplicity (in spite of the warning by
L. A. Vitel's himself), it had entered pra~-,tice far but not
Card 2/3 critically. Unfortunately, also other similar methods are used

0 1 C)- 11 , '20
A Porecaztin- Method for Hydrometeorological Elementu SOV/50-58- -.1i
in for2casting practice. There are I fle:ure arid 7, tables
Card 3/3

KALININ, G.P., prof.
Some characteristics of high-water formation. Trudy OGMI no.15:
145-156 '58. (PTIRA 12: 7)
1,TSentralinyr institut prognozov.
(Floods)

YALININ, G.P., prof*
problems concerning the principles of methods used in maxinum
runoff estimations; speech following the reports of D.L. Sokolovokii
and G.A. Alek-eeev. Trudy OGMI no.15:207-208 '58.
(MIRA 12:7)
LTSentrallnyy institut prognozov,
(RMOf f )

KALININ, G.P., prof.
.. Some problems and new trends in the study of runoff. Trudy OGMI
no.15:231-232 158. (MIRA 12:7)
l.TSentral'nY7 institut propozov.
(Runoff)

TALIKIN, G,P.; MAKAROVA. T.T.
, -
mmu's.m -
Methods for determinlng the losses of malted-emov-water runoff.
Trudy TSIP no.65:3-22 '58. (MIRL 11:6)
(Runoff)

XALININ, G.P.; KUUMVA, T.T.
Use of the water balance equation In calculattihg and forecasting tbw-,.
runoff and factors influencing It. Trady.TSIP no#75t29-Afi. 1%
MRA iiin)'-
(Runoff)

GUREVICH, M.I., kand.geogr.nauk; POPOV, I.Y., kand.geogr.na-ak; MNGLER,
O.A., kand.geogr.nauk; URIVAYEV, V.A., otv.rad.; =CILOVSKIT,
D.L., prof., doktor tekhn.nauk, red.toma; CEEKBOTARZT, A.I.,
doteent, kand.tokhn.nauk, red.toma; KALIXIX,,,LP..,prof., doktor
geogr.nauk, red.toms; GROSMAN, R.V.,- red.; SHATILINA, M.I., red.;
BRAYNINA, K.I., tekhn.red.
[Transactions of the Third All-Union Hydrological Congress] Trudy
III Veesoiiiznogo gidrologichookogo s"ezda. Leningrad, Gidrometeor.
i2d-vo. Vol.2. (Section of runoff calculations and forecasts]
Sektsiis raschetov i prognozov stoka. 1959.. 767 p. (MIRA 13:2)
1. VseSOYU2nyy gic1rologicheskiy 9"yezd. )d, Leningrad, 1959.
(Hydrology-Congreseen) (Runoff)

30) PHASE I BOOK EXPLOITATION SOV/2593
Moscow. Tsentrallnyy institut prognozov
Voprosy gidrologicheskikh progaozoir (Problems in Hydrological Forecasting)
Macaw, Gidrometeoizdat, 1959- 122 P- (Seriest r
Errata slip inserted. 900 copios printed. .1p Trudy, vyp. 84)
Sponsoring Agency: Glavnoya upravleniye gidrometeorologicheskoy sluzhby pri
SoNrete Ministrov SSSR.
Eds. (Title page): V. V. Piotrovich &ad V. I. Sapozhnikov; Ed. (Inside book)z
M. 1. Sorokina; Tech. Ed.t I. M. Zarkh.
PURPOSE: This issue of the Institute's Transactions in intended for hydro-
logists and meteorologists.
COVERAGFA Individual articles discuss the problem of evaluating the methods
and the -verification rate of hydrological forecasts, the forecasting of
high-water discharge and ice phenomena on rivers and water reservoirs, and
the'use or intakie curveg in fore6ast~ng..' '.-- No personalities are
mentioned- Pleferences accompany*aacn article.
Card 1/3

Problems in Hydrological (Cont.) SOV12593
Piotrovich, V. V. Methods of Long-Range Forecasting of lee Clearance
on the Stalingradskaya, Volzhskaya and Taimlyanskaya GES
Reservoirs 99
Savchenkova, Ye. I. Increased Accuracy in Long-Range Forecasting Yethods
of Ice Appearance on Rivers in Siberia and the Far East 115
AVAILABLE: Library of Congress
Card 3/3 MK/fal
12/7/59

A
Big' 0

BZLINSKIT9 N.Al KALIKINg G.P.
Preliminary information on prospentive water level changes in the
Caspian Sea during 1956-1970. Trudy Okean. kom. 5:92-95 159.
(MIRA 13:6)
(Caspian Sea--Hydrography)

3 (7)
AUTHORS: Kalinin, G. P., Milyukov, P. I. DOV150-59-9--2116
TITLE: Forecast and Calculation of Water Levels Below Hydroele-otrin.
Power Stations on the Basis of Water Gailge Observations
PERIODICAL: Meteorologiya i gidrologlya, 1959, Nr 0,, Pr 13 - 19 (USSR)
ABSTRACT: The present artiile points out the possibility of forecas"Ing
and calculating the water levels and tho watur quantity When
reliable curves for the water quantities and the m-)rphometri,~
characteristics of the river bed are misaing, but data are
ava'Llableg at least on short-termed observations of the water
levels in those places whose a fore-last is requi-red. The basia
of the method suggested by the authors in tht. papers (Re-Are !:.2)
is the conception of the characteristic section, i~,e. the
river section where a distinct relation Is maintained between
the water volume W and the water quantity Q in the lower, range
of the section, as well as between the water qvantity men-,i*n(3&
and the level in the middle of the characteristic section, The
length of the characteristic section is determined by formula
(1). The calculation consists in the oolution oil the system of
formulas (2) for every characteristic section. Here, the time
Card 1/3

Forecast and Calculation of Water Levels Below S07150-59-9-2116
Hydroelectric Power Stations on the Basis of
Water Gauge Observations
dW is used, which is obtained on the basis of the volume
dQ
curve (Ref 2) for every characteristic section. Of the 3 pos-
sible kinds of solution of the formulas (2), the analytical
method is indicated here. It is based on the calculation with
respect to short time intervals (,6t) within which a constancy:,
of T and a lineer law for the change of the water quarAity q
arriving at the section can be assumed. If i~t