SCIENTIFIC ABSTRACT KOLOKOLNIKOVA, R.P. - KOLOKOLOVA, N.A.

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SCIENTIFIC ABSTRACT
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45 kit; j jr f NJ 'if. k rW KOLOKOLOV, A. A. wThanatocoenoses of Mollusks in the-Eastern 'Part of the Middle Caspian Sea,* Dok. AN, 26, No. 2, 1940. Nbr., Dept Marine Geology, All-Union Inst. ~Iarine Fisheries & Oceanographyp -1940-. Gaolcd;y Ural Fountain Regicn Buried topographic forns of the northwestern Trans-Ural region. Trudy MOIP.Otd.geol., 1, 1951. 9- Monthl List Of -Russian Accessions, Library of Congress, June 195j, Uncl. 2 rinTlwnr ZORCKHOVICH. Aleksandr Yefisovich, kandidat tokhnichookikh nauk; MTAM Aloks, lakea r,Ov,Igh, inzhoner; SKRINIF, T ktor Vasillyev c as J nor; inshoner, rodaktor; "ITRUT, ?.A.. takhat- chaskly redaktor [Trot= refrig9rateC by sechineryl Poazda s mahlon" okhloshdonlem; ustroi-otvo'i ekepIwAstalla. Noskya. Goo. trausp. shol-dor. ixd-wo, 1956. 347 p (NLRA 10:3) (Ref;igerator cars) ZOROKEOVICH, Aleksandr Yefimovich;-KDLOK014V,-Alekeandr-Llalgp4rovich,- OSADCHUK, Grigorly Ivanovich,, inzh.; SKRIPKIN, Viktor Vasil'76::- vlohl SELIVANOV, V.I., Inzh.v retuenzent; KHITROV# P.A., takhn. red. [Trains with mechanical refrigeration; constructions operation, maintenances and repair] Peazda a mashinn~m okhlazhdaniem; ustroi- stvo, ekspluatatalia i remont. IzcI.2.s parer. i dop. Moskva, Vses. izdatellsko-poli ob"edinenie M-va putei soobshcheniia 1961. 371 P. rr~ilroads-Eleotric equipment) IMIRA 14:11) KOLOKOTLOIVLAA.,' SHCHETININ, N.V.; MIRONOVO N.I., inzh., retsenzent; ZUYEV,, Yu.F., inzh., retsenzent; KRAYNOV, B.P.p inzh., retoenzentj BRAYLOVSKIY, N,G., inzh., red.; VORDTNIKOVA, L.V., tekhn. red. (Internal combustion engines for refrigerator rolling stock] Dvigateli vnutrennego agoraniia izotermicheskogo podvizhnogo sostava. Moskva, Transzheldorizdat, 1963. 219 p. (MIRA 16:7) (Internal combustion engines) (Refrigerator cars) KOLOKOLOV B.A. (Birsk Bambkirskoy ASSR.) ~'. Refracting telescopes mde In mcbool. Fiz. v sbkole 17 no.l: 75 J&-F '57. (MLRA 1OS2) (Telescopes) DOKMKHIN,, N. S.I.KOLOKOLOV? B. N. Effect of the nature and position o,* halogen on the behavior of monohaloanthraquinones in paper chromatography. Zhur. VKHO 7 no.5:597 162. (MIRA 15:10) 1. Goaudaretvennyy nauchno-imeledovatellakiy institut organi- ebeskikh poluproduktov i kraaiteley. (Antbraquinone) . (Balopm) (Paper chromatography) B. N. ZAYTSEV, B.Ye.; POZDYSHEV, V.A.;-KQ,4G&%p Frequencies and integral intensities of absorption bands of carbonyl groups in the infrared spectra of dichloroanthraquinone iaomers. Zhur. prikl. spekt. 2 no.6:554-557 Je 165. (MRA 18:7) DOKUNIKHIN, N.S.; KOLOKOLOV, B.N. Paper chromatography of anthraquinone derivatives. Chloroanthraquinones. 7hur. anal. kbim. 20 no.3:398-400 165. (MIRA 18:5) 1. Natichno-issledovatellskiy institut poluproduktov i krasiteley, Moskva. XCILOKOL , E. F. "The Use of Broad-Band Wed8e Shaped Peizoelectric Transducers in the Pulse Method." paper presneted at the 4th All-Union Conf on Acoustics $ Moscow, 26 I-lay - -e Jun KOLOKOMV, 1. Technical school training for workers without break In productIon. Ayt. transp. 34 no.8:24 Ag '56. (NLRA 9110) 1. Direktor Kiyevskopaytomobill no-doroahnogo takhatkums. Wev--Technical education) KOLOKOLOV, K. M. - - Kolokolov,, K. M. "Theory of track drive (for transporters and conveyers)," Trudy Novocherkas. politekhn. in-ta, im. Ordahanikidze, Vol. U. 1948, p. 23-41 So: U-3566o 15 I-larch 53, (Letopis 'Zhurnal Inykh Statey, No. 13, 1949) ,J~~~Iotsent, kwAidat takhnichookikh nauk. Theory of ce't ill'Lr drIT44; the guiding chain gear. Niuch. trudy IIPI 30(41:63-&-'55. (Km 9:11) (XiWibelting) PYA7NITSKIY9 A.A.9 prof.j MONAKHOTj, I.F,g dotsentp otnred.; KRILVCMXKDt X.F.9 dotsents red.--,- ~O~WV. K~X. d~oUsutq red.; KOKAMTj I*Fsp redo; POGMTSOVAp LoVerzedoisd-m; NAM(OVAq Yu*Ag takhzerod* [Introduction to the theory a4d peactice of strain me"urementl Vvedenie v teoviiu i praktiku tensamotriXavamiia. Novocherkasskq Redsktsionno-isdatellakii Adel NPI9 1,96O."s-72 p. (MIRL 3.4s6) KOLOKQLQV,.Mkhai1 VenjwtrLovich, KOMOVSKIY, Vadim. Romanovich; NOWYAKOV, Nikolay Vasiltyevich; PASHHNTSEV~ I.D., red. (Stancardized transistor components for use in the construe- tion of automatic control systems) Tranzistornye unifitsiro- vaimye elementy dlia postroeniia skhem avtomatiki. Lenin- grad, 1964. 22 p. (Leningradskii dorn naucluio-tekhnicheskoi propagandy. Obmen peredovym opytom. Seriia: Pribory i ele- menty avtomatiki, no.4) (MIRA 17:7) N M.'v - ,inzh. inzh. -KOLoKOLC P . "All" D L.1-v ..- -2~ listor circuits BOPJSENK' ) -.--"O-,-,tjons in trallE (141RA r,oneerning some design' 13-15 F 164- i sviazl 8 no*21 telem. K(,Ilf)KOLOV, II.V., inzh.; 1,DNIYAKOV, N.V., inzh. Standardized semiconductor automatic contro' systr-.,,-, components. kvtom., telem. I svlazl 8 no.11:10-13 I~j 6,,,. 17: 12) KOLOKOLGV M V inzh..- BOHISEINIKO, L.L., inzh. Reliability of transistor switching circuits. Avtom., telem. i sviazI.9 no.7:5-7 T1 165. (14IRA 18:8) v ~ I Kolokolov, N. M. 1 1) Number 910657 Puti skorostnogo stroitel'stva iskusstvennykh sooruzheniy na zheleznodorozhnom transporte. Moscowj 1940. 122'- BoOiet containg report on the accelerated constructio of artificial railways installations such as bridges.. culverts, embankments, trestles, etc; published as a -ovt. transport railroad edition. ASMYN, N.P.; TOICKOLOV. X.g..,inshener, radaktor. (Progressive work mtheds for constructors of. railroad briagesi ftredom metody trada stroitelei sholesnodoroohnvkh mostov, Noskra. Go@, transpo zhel-dor. isd-vo, 1953. 4i p. (WWU 7:6) (Bridge~--Constiruction) KOLOKOLOVI N. ItIfThe News in the Building of Bridges.." Building Gazette, 23 Feb 55, Dage 4. Deputy Chief on Tec~ajicaj Administration., Ministr7 of Transport Construction, USSR Review - D 178621, 24 Feb 55 IKOUzowrp MOM MIkhaylovich, Whoner; LNTIM,G.A., kandUat tokhal- so RMTIRMor; TUMaff,D.K., tekhnlchoskiT redaktor I I [Prefabricated reinforced concrete pile bridge*] Sbornyesheleso- betonnye xvaizWe sooty. Kooky&, Goo.transp.zhol-dor. izd-vo, 1955. 221 p. (KLU 9:3) (Bridges, Concrete) 4 - brIgRdIr kIrpIchnago seLvo"; YAZHrXNOVICH, P., gruzchik; "=RAMP. Ye., nortirovshchik; K&MIr. I., gruxchik; FMIMOY,N.. sortirvahchik; KATNMAO. G.., gruzchik; MOBMfKO, L., rabotnitsit kirpichnogo mvodAo Powerless shop cormittes. Sov.profsoluzy 4 no.11.76-77 N 156, (MLRAIIOil) (Imbering) ~ft KOIDEDLOX. - NA.- -inzhener. Caissonleas foundations for large bridges. Transp.stroi. 6 no.6:4-8 Je 15 6. (Bridge construction) (MA 9:9) LADYCMMO, K.D., kand1dat takhnichookikh mauk. Pook sit precast concrete bridge@ (Precast reinforced concret*-nilo bridges." M.M.Kelakelev. Revioied by K.-D.Ladychepke). Traulp.strai.6 n@.7:31-32 Jl 156. (Bridges, Connr'*te) (KLRA-qd6) JODIDXDLO - i , 0 'i x~ener; SILIN, KsS., inshener. Axperience making and using centrifuged tubular reinforced concrete elements in China. Bet. I Shel.-bet. no-7:249-253 Jl 156.(KM 9:9) (Chin&--~-Reinforced concrete) SILIN, Xonstentin Sergeyevich; rnTzwnTnv 05"AL21U-mATICH. P.M., Inshener, redaktor; BOBROTA. U.N.. tekhniche-S-kTy redektor [Pile foundations for large bridges; experience in b ildt P a bridge across the Yangtze River In the Gbinese People's Republic Sysloye funAamenty bol'shogo mosta; Is opyto stroitel'stva moots cberes r. Witesy v Kitatskol Nsrodnot Respublike. Moskve,Qos.trsnsp.shel- dor. Izd-vo. 1957. 43 P., (KLRA 10:9) (Wuhs o-bridgee-Joundat tons &ad -piers) ZOLOKOIDT, N.K.j lashosere ... Device for climbing round reinforced concrete poles. 'Trasep. stroi. ? ao.1:28 Jatc#57. (KIRA 10:3) .I his&-Electric lizes--Poles) I AITTHOR: Kolokolov, N.M., Engineer. sov/97-57-11-5/10 TUTLE: Reinforced Concrete Bridges. ih USSR. (Zhelezobe- tonnoye mostostroyeniye v SSSR). PMUODICAL: Beton i-Zhelezobeton, 1957, Nr 11, pp 448-452. ABSTRACT: The first large reinforced concrete bridge was built in 1931/32 by the Mostotrest (See Figure 1). the technicians associated therewith being: N.P. Bogdanov, N.A. Kiye-a7a and Engineer Kolokolov the designer. The Mostotrest also constructed two arched reinforced concrete bridges in 1937/38 (Figure 2) anq a bridge over a canal imeni Moscow. The ma~zi spans of these bridges are 120m. The reinforced concrete arched bridge across the Volga has an original design; ita-spans are 127m. All the afor-e- mentioned,bridges were constructed with t' use of monolithic concrete mark - up to 300kg/cm The first example of a reinforced concrete precast bridge was the one over the river Neva in Leningrad, designed by G.P., Perederiy; it has a span of 101m. In 1951/52 the Mosto-brest was ehgaged in the construction of monolithic arched bridges over the river Dnepr (see Figures 3 and 4). Some Card 1/3 Reinforced Concrete Bridge built in USSR. so7/97-57-11-5/10 of the btidges have two traffie'levels, i.e. rail- way on the upper level and vehicular traffic on the lower. Their spans are from 128-228m. Figure 5 il- lustrates the assembly of steel trussedarch. ...-_,.L.~_, of a bridge over the river Dnepr. In 1950 Engineer I. Tu Barenboym,and Designer/kn-gineer M.S. Rudenko designed a reinforced concrete bridge over the river Dnepr near 11popigi,, Members of this bridge were cast on the side nearby. Between 1951 and 1952 the Transmostproy*kt. TsPKB Glavmostostroy, Soyuzdorppoyekt Lentransmostprooilp TsNIIS and SoyaidotBIl carried out various projects of small assembled reinforced concrete and concrete bridges. Rigure 6 illustrates the assembly of a re- inforced concrete brid 6 spanning 18m, and carried on ge two piled supports and Figure 7 a similar pile sup- ported bridge. This type of construction was designed by the TsPKB of Glavmostostroy. There has been ex- tensive development in the design and erection of prestressed reinforced concrete bridges during recent years. (See author's article in Beton i Zhelezobeton, 1956, Nr,5). The assembly of members of aabi*idgb.'.'1., Card 2/3 Reinforced Concrete Bridge built in USSR. SOV/97-57-11-5/10 spanning 33M and weighing 120 tons is illustrated in Figure 8. A road,bridge of 52m span in precast rein- forced concrete was designed b I'Engineers A.S. Bachelis and V.A. Chezhin (See Pigure OT. The popularization of this method "of:-constructimis primarily due to the MIITa (Institute of Bridge:Building) under the leader- ship of.Academioian G.K.24vgrdfov and to the Leningrad Mostostroy under'the leadership of Engineers G.V. Troitskj.y and V.A. Chezhin. There are nine figures. 1. Truss bridges--Construction 2. Reinforced concrete--Applications Card 3/3 AVTHOR: Kolokolov, N.M.$ Engineer SOV/97-58-8-1/13 TITLE: "Stand" Technology of the Manufacture of Pre-cast Pre-stressed Reinforced Concrete Bridge Constructions (Stendo,vaya tekhnologi7a iz9otovleniya predvaritellno naprya~;hennykh zhelezobetonnykh proletnykh stroyeniy mostov) PERIODICAL: Beton i Zhelezobeton, 1958, Nr 81 pp 281-285 (USSR) ABSTRACT: Ministerstvo transportnogo stroitellstva (The Mir4stry of Transport Construction) used in 1957 only 5 600 m--' of pre-cast pre-stressed constructions which is only 4.3% of the total volume of pre-cast reinforced concrete used for bridge constructions. Due to the lack of co-ordination of various planning, scientific, research and building organisations of MPS, Mixitransstroy and Glavdorstroy, widely differing bridge constructions are produced. Ministerstvo putey soobshcheniya (The Ministry of Trans- port), Mintransstroy and Glavdorstroy concentrated on single type of pre-cast pre-stressed bridge constructions based on post-tensioned reinforcement in grouted channels. .Large batches containing up to 60 wires of 4-5 mm diameter were placed in metal casting, the function of which is to Cardl/6 protect the reinforcement from contact with the concrete. SOV/97-58-8-1/13 "Stand" Technology of the Manufacture of Pre-cast Pre-stressed Reinforced Concrete Bridge Constructions The tensioning of reinforcement was carried out after hard5ening of the concrete by means of special hydraulic jacks of 60-90 ton capacity, constructed by TsNIIS,. Standard bridge constructions spanning 12 - 33 m were designed for road and railway bridges. In 1956, a bridge over the River Moskva was built from pre-stressed reinforced concrete spanning 42.3 m. In 195?, the Ministry of Tran port and the Ministry of Transport Construction carried out inspection of built pre-stressed reinforced concrete bridges and found that this type of construction is not satisfactory. A large number of cracks in concrete beams and in places of anchoring of reinforcement were found. Also, water was found in channels and considerable corrosion of reinforcing batches. As a result of investi-, gations carried out into constructions where the reinforce- ment is positioned in grouted channels, the Mintran stroy designed new constructions and developed manufacturing technology of pre-stressed reinforced concrete large-span bridges with reinforcing batches placed in open channels with subsequent tensioning and "stand" method of production Card2/6 with pre-tensioned reinforcement. Method of SOV/9?-58-8-1/13 "Stand" Technology of the Manufacture of Pre-cast Pre-stressed Reinforced Concrete Bridge Constructions post-tensioning of reinforcement, was used during the construction of the* vovo-.krbatskiy Bridge in Moscow in 195?. Large-span constructions reinforced with batches placed in open channels were used in quantities during the construction of concrete trestles in a bridge con- struction over the River Moskva in Luzhniki and also in the case of Krasnopresnenskiy Viaduct in Moscow. In the first case the beams were spanning 22.2 m and in the second case 26 - 35 m. In 1957 and especially during 1958, Mintransstroy widely increased the "stand" production method of tensioned trusses. This techno- logical method was started by TsFKB of Glavmostostroy as far back as 1948, butit was not fully.developed until it was based on new assumptioisworked but by the Department of Bridge Building of MIIM under the leader- ship of the member ASiA of USSR, Professor G.K.Yefgrafov. This method is also described in an article by L.I. Losilevskiy and M.N. Mallko in Beton i Zhelezobeton, 1956, Nr-.g and 1957, Nr 1. Investigations carried out by the above institute in regard to tensioned large-span Card3/6 constructions reinforced by straight batches in the low SOV/97-58-8-1/13 "Stand" Technology of the Manufacture of Pre cast Pre-stressed Reinforced Concrete Bridge Constructions part of the section showed that this method of reinforcing trusses of railway bridges could be used up to the span of 20 - 23 M. When large-span trusses of more than 23 m are required, then in addition to low-level reinforcement, top batch reinforcement is also required. For trusses spanning more than 25 m~ it is necessary to use curved batch reinforcement. The Department of Bridge Building MIIT, Lentransmostproyekt and Mostotrest were engaged in improving constructions. ij-S stands for casting of 1hese long road and railway bridgeltrusses. The stand developed by MIIT provides for simultaneous tensioning of ali batches by means of battery of hydraulic jacks (illustrate& in Figurel). A similar stand, for simultaneous casting of two trusses each 22.9 or 18 m long was designed by Lentransmostproyekt. A stand for trusses reinforced both on the top and the bottom is used by the OrBk Casting Yard of Mostotrest. This stand could accommodate 33 m long , truss and its total length is 135 m (Figure 2). Figure 3 illustrates preparation of the reinforcement for trusses spanning 23 m. The operatives of Mostotrest developed a Card4/6 SOV/97-58-8-1/13 "Stand" Technology of the Manufacture of Pre-cast Pre-stressed Reinforced Concrete-Bridge Constructions more effective stand construction which allows casting of trusses up to ?0 m long; furthermore, these stands provide for a continuous flow of production. For these stands, hydraulic jacks are required of 500-ton capacity. Figure 4 illustrates a scheme for frame stand used by Glavmosstroy and also on the construction of Kremenchug 1~ydroelectric Power Station. Reinforcement used on these stands could have batches with up to 32 wires which are tensioned by the help of jacks, type TsBIIS, with 90-ton capacity. The yearly output of sugh a stand is 30 trusses, which represents 500 m2 of tensioned reinforced concrete. In the construction of the viaducts in Moscow, under the leadership of Engineer F.P. Makeyev, the pre- stressed trusses, 24 m long, are made by a different method. Tensioning of the batches of reinforcement consisting of twenty-four 5 mm diameter wires is carried out by double-action hydraulic Jacks of 60-ton capacity. The anchoring details of the casting frame are illustrated 'in Figure 6. Tensioning of 12 batches for a 24 m long truss of channel section requires 6 - 8 hours and completion Card5/6 SOV/97-58-8-1/13 "Stand" Technology of the Manufacture of Pre-cast Pre-stressed Reinforced Concrete Bridge Constructions of 1 truss 6 - 7 days, including curing. Building organisations of Mostotrest are successfully carrying out the programme for 1958 in output of pre-cast pre-stressed bridge constructions, which is 70% of the total output of bridge trusses produced by MintranBStrCy. There are 6 figures. Card 6/6 KOLOKOLOT inxh.; KEDROT, A.L. kand.tokhn.nauk; PROKOPOTICH, A.G., N%WAWAM*I,A. -k . na uk High-tensile 30XG2S steel bar reinforcements In bridge construction. Bet.i shol.-bet. no.12;541-546 D '60. (MIRA 13:11) (Bridges, Concrete) (Reinforcing bars) KOLOKOLOV, N.H., inzh.; XARELI, L.G., inzh.; FROTSENKO, A.M., insh. Making span structures of large bridges on stands. Tranap. strol. 10 no. 12:22-26 D 160. (MIRA 13:12) (Nikolayev-Bridgess Concrete) KOLOKOLOV, N. M. Cand Tech Sci - (diss) "New designs and advanced methods of construction of railroad bridges." Moscow, 1961. 32 pp; (Ministry of Railwayq USSR, Moscow Order of Lenin and Order of Labor Red Banner Inst of Railroad Transport Engineers imeni I. V. Stalin); 200 copies; price not giveni list of author's works on pp 29-31 (3? entries); (KL, 10-61 sup, 215) KOLOKOLOV., N.M., inzh.; MIMN, N.I., inzh.; PROKOPOVICK, A.G., kand. tekhn.nauk; FOLIUUO., V.P.p kand.tekhn.nauk Study of a prestressed beam with highstrength reinforcing bars. Transp. stroi. nno.5:40-42 MY 161o (MIRA 14:6) (Girders) (Bridges, Concrete) (Concrete reinforcement) KOL4)KOWV,, N.M.; SKOPICH, V.H., starshiy nauchnyy sotrudnIk New types of high-strength reinforcement in bridge construction. Bets i zhelf-bate no*10:454-456 0 '61- (MIRA 34:12) 1. Rukovoditell laboratorii, zhelezobetonnykh moatov Vseao7uznogo nauchno-ii3eledovatellskogo instituta tranaportnogo stroitalletva Ministerotva transportnogn atroitelletva (for Kolobbbso.. Wncrate reinforcement) Bridgeo,, Concrete) l MELINIKOV, YU.L., kand. tekhn. nauk; ZAKHAROV, L.V., inzh.; KOLOKOLOV,-.N.M.p inzh.; UKRAINCHIK, M.M., inzh., red. [Joints of nrefabricated reinforced concrete bridge span structures] Styki sbornykh zhelezobetonnykh pro- letnykh stroenli moBtov. Moskva, OrgtranBstroig 1962. 79 p. (MIRA 17:7) 1. Laboratoriya zhelezobetonrykh mostov TSentrallnogo instituta nauchno-tekhnicheskoy informatsii mashino- stroyeniya (for Mellnikovx Zakharov, Kolokolov). KOLOKOLOV, N.M. - - - - - - - - - - - - - - "Concrete in:ja prestressed spiral band" by (inzh.] V. I. .Karpinskii. leviewed by N.M.Kolokolov. Transp. stroi. 12 no-4:59-60 Ap ~62. (MIRA 150) 1. Rukovoditell laboratorii zhelezobetonnykh mostov Vsesoyuznogo nauchno-issledovatellskogo instituta transportnogo stroitel'stva. (Prestressed concrete) ~KO OKOLOV,_!!.M., inzh.; RIJBINCILIKI I.I., inzh. Reinforced. concretet 4pam without ballast. Transp. stroi. 12 no.5:2.3-25 My 162. (MIRA 15:6) (Railroad bridges) (Prestressed concrete construction) XOLOKOWVp NX,-4,wh. Construction of reinforced concrete bridges at the modern stage of 'development. Bete i zhele-beto 8 no.10:437-444 0 162. (MIRA 15:il) (Bridge construction) KOLOKOLOV, N.M., doktor tekhn.nauk; KEDROV, A.I., kand.tekhn.nauk; ~- A.G., kand.tekhn.nauk; ZINCHENKO, A.A., inzh.; BALYUCHIK, E.A., inzh. Using high-strength rod reinforcements in prestressed bridge girders. Transp. stroi. 13 no.6-.22-25 A 163. (MLRA 16:9) (Beams and girders) /t- -Tnf7 73 1~4? ~0555 A -'IT- RKolokolov, F. M. (Doctor of teebiLiml sciencea)t Kedrov, A. 1. TTI TLE -Studies of hot-rone4 wnverter gt-1491~- aa minforeing motal 2ojt-on i zhelazobeton, no. 12, 1964,'549-555 i4 steel, fabricated structural meta-!, hteneral countmi-tion. of converter steel as structure, "-k!' Pot M uy J~ Zia Lize qO11. E U :LULAA a I L YI V~U~ 5 7V Ii a I - W111- und go very r _rolls Strese. Rovever, 0--s~q run on Ute- of --Cou!i-truetiati--haye--',yield!Ed 6 I!U -'.d&ta -which-Vould.- remot the -use -0:r- In ra-11-r6ad fnstallntlonq. h P r-t s + rng th nnd pleatinity; it I-- trlli-, f tbe basl- 112 W ~-7,3ZT-:D,4 "73 AP501 81Z7 requirmentg for plaoticity. ommend the use of small-dlamctv-r al'eL 1 (so 7 1 ri bridize ctructurea, but with certnin ltmitn'-Iono ia qt7-111. Tli~ ar-I.- r, -3 rwn Chrig. art. haa C") fLra-zng, 4 ;nrar,-~s. i;id tablims. -SUBMnvl!ED 00 SUR CODEt Mo., GO" 00 / Cg3:,d 2 Z KOLOKOLOVV N,&, doktor takhne nauk ~Tsoh~nolog~io I progroBs and ways of inersaoing Uber productivitY in bridge buildling. Trs"P. stroi. 14 no;IS13-3.6 ja 164. (MIRA 170) la KOi,OKOI;JV, N.M!"; doktor tekhri. nauk; KLDROV, A.I., kand. t--khn. nau-k; vicH, A.G., kand. tekhn. nauk; BALYUCHIK, E.A... inzh.; BEIINCHENKC), V.A., inzh,; SUSLOV, F.I., inzh. Tansloning of red roinforcement of piling by the alectrothermal method. T-rawip. stroi. 15 no-4:22-25 Ap 165. (MIRA 18:6) AKSELIROD., Isay Solomonovich; AFAII.Ac"YEV, Mikhail fiJeksandrovich; VEYDBLAT, Boris Markovich; GITMAN, Mark Borisovichp kand. tekhn. nauk; DUBROVSKIY, Aleksandr Ivanovich; KAMENTSEEV, Vladimir Petrovich; KAMINSKIY, Boris Aleksandrovich, kand. tekhn. nauk- KOLOKOLOV NikolV Mikhaylovich,- EPSHTM, Anatoliy mordukhovtcli-,- pro?-.,- kand. tekhn. nauk., red.; GOLUBKOVA, Ye.S., red. [Road engineer?s manual; the construction of bridges and culvertsj Spravochnik inzhenera-dorozhnika; stroitellstvo mostov i trub. Mosk7ap Transport, 1965. 735 P. (MIRA 18:7) KOIDKOWVA U.Ng doktor tekhn. nauk, prof.; IOSILL"ISKIY, L.I., -- nauk Calculation of junction of plate with wall in prestressed spans. Tranap. stroi. 15 no.3:41-43 Mr 165. (MIRA 1811l) L 09129-67 ACC NR. * AP6031994 (A) SOURCE CODE: LM/0230/66/000/007/0005/0008 AUTHOR: Kolokolov, N. M. (Doctor of technical science&, Professor)-' Levin, B. I. a n d i d a t-e- -of- - t_e cc G-i-c-a-1-a"c' i e nc e a ORG: None TITLE: New methods for building roads in marshy regions of the West Siberian 1-w1ands SOURCE: Transportnoye stroitellstvo, no. 7, 1966, 5-8 TOPIC TAGS: civil engineering, highway construction, railway construction, railway bridge, highway bridge BSTRACT: The authors discuss new methods used for building railroads and highways hrough swampy areas. One of the new methods is the use of reinforced concrete tres- les instead of roadbeds. This innovation is useful in those areas where sand and ebble conglomerate is hard to procure for firm embankments. Another recent innova- ion is the use of pile-based prefabricated trestle bridges used both for railways and ighways. Studies were carried out by the Central Scientific Research Institute of ommunications on the cost, service life and labor expenditure involved in bUlding ail lines and highways using the new methods. The studies show that the efficiency f building trestles depends on the design of the pile supports which in turn is det:r_~ ined by marsh depth and load capacity of the mineral bottom. These data show that Ox40 cm prestressed piles may be used in those areas where the base is sandy and wh re Card 1/2 uDc: 625.1:627,17 A1fCk_,_A1F*) 3199 0 the marsh is not very.deep. Where the marsh is deeper than 4 meters, four 60 cm tube- type pile supports must be used. The angles at which various types of piles must be driven are discussed. Tubular piles with closed ends are most efficient in river floodplains since they do not have to be driven very deep. The authors discuss var- ious types of piles with expanding ends designed to increase their load capacity in low-load soil. Bridge spans and various methods for laying roadbeds on them are con- sidered. A study carried out by the Central Scientific Research Institute of Communi- cations shows that rails can be laid on the concrete spans without using ballast beds. The surface of the concrete is covered with epoxy.glue which keeps water from seeping in. Such spans are up to 12 m,long, 15% lighter than spans using ballast beds and are 20% cheaper. -Since Western Siberia has an abundant supply of wood, wooden pilei can be,used in conjunction with reinforced concrete. The wooden piles can be manufactured near the construction sites which saves-money on transportation. The utilization of these methods should make it possible to build roads in very marshy regions of the Western Siberian Lowlands. Orig. art. has: 6 figures. CODE: 13/ SUB14 DATE: None XOLOKOLOYj N.V.; KARPYSHEV, K.S.; PARTUIVICH, F.V.; STOLPSIR, I.S.; V-Ye.; "VRILOV. S.K., inzhener, retsenzent; FASTER- NAK, N.L., inzhener, redaktor; KATV=YA, Te.N., tekhaicheakiy redaktor; POPOTA, S.K.,.tekhnicheakiy redaktor. (Production practice in the heavy machinery industry (Novyy Xrama- torak Stalin Machinery Plant at Ilektrostall)] Froizvodstvannyi opyt v tiazhelom mashinostroanii. (Novo-Kramatorskil mashinostroitell- nyi. zavod iment, Stalina, g. Illektrostal 1. ) Koskva. Goa. nauchno-tekhn. :Lzd-vo mashinostroit. lit-ry. Vol. 1. 1952. 138 P. [Xicrofils] 7:10) 1. Novo-Irra-atorskiy mashinostroitellnyy zavod imeni Stalina, g. Blektrostall. (Whine-'ahop pract ice) KOI10KOLOVo O-V-, inzh.; SAVOSTIYANOT, A.T.~ Imnd.tekhn.nauk Kochanized mining of thin steeply pitching seams in the Federal Republic'of Germany* Izvevys.ucheb.zpv.; or.zhur. no-10:3-12 158. f141M 12:8) 1. Dnepr etrovskly gorr*7 Inetit-at. IGOrmanY. We6t-Co&1 mines and. mining) (Coal mining machinery) . KOLOKOW. O.V-9comy insh. Level intervals should Ibe increased. Ugoll Ukr. 2 no.10:44- 45 0 '58- (XM 12:1) (I(Ining engineoring) KOLOKOLOV, 0. V., Cand Tech Sci -- (diss) "Research into manifestations of mining pressure in layers of steep slopes of the Donetsky Basin with the purpose of establishing rational width of clutches in excavating mechanisms." Kiev, 1960. 14 pp; (Ministry of Higher and Secondary Spec- ialist Education Ukrainian SSR, Kiev Order of Lenin Polytechnic Inst); 150 copies; price not given, (KL, 2?-60, 153) KOLOKOLOV, O.V., gornn inzh. Determining the efficient grab range for various mining up tam of steeply dipping seams. Ugoll Ukre 4 no.12;3-5 D 160e (MIRA13tl2) 1. Duepropetrovokly gorrqy institute (Coal mines WA mining) ELA VSKIY, A.,prof.,doktor takha.nank;_KOLOKOWV, O.Ir~, gorayy izxzb. Use of coal saws in mining thin steep coal seams. Ugol'35 ao.10: 40-42 o 16o. (MIRA 13:10) (Coal mining machinery) NOLOKOU)Vp O.V., kand.tekbn.nauk Methods of rook pressure control in steeply dipping seams. Ugoll TjJkr. 6 no.I.-IO-n A 162* (MIRA 15:2) (Rock pressure) (Coal mines and miatng) KOLOKOLOV, O.V., kand*tekhnonmk Tunmling thrcugh Mont Rlm . Shakht. stroi. 6 no.7:29-30 I j1 162. OMA 15:7) (Mont Blanc-Twaneling) KOIDKOLOVO P. V., kand. tekbn. nauk Development of thin etesplY diPPing Coal seams without the use of supports. Ugoll 37 no.10:53-56 0 0629 (MM 15:10) 1. Dnepropetrovskiy gornyy institut. (Donato Basin-Coal mines and mining) (Blasting) KOLOKOLOV, O.V., kand.tekhn.nauk Developing steep seams- in *Gr:UloO Mine N90 1-4 (Went, Germany). Ugoll. prom. no.6s85-86 N-D 162. (NIRA 16;2) 1. Dnepropetrovskiy gornyy insi4qt. ..(Rhur Basia.-Coal mines and mining) NE,KIO.SOVSKIY,, Ya.F., prof., doktor tekhn. nauk~ KO',OKOWV, O.V., kand. tekhn. nauk Technology of filling operations in the Central Donets Main Region and ways of improving it. Ugol' 38 no.12: 14-18 163, (MIRA l7.,:':;) I .L. Dnepropetrovsk!.y gornyy inatit.1.1t, mwzmmo lb" mammo OOTO ~-~ ,eta flulmi, im, wr 42a ocw mnim stmp twe seem vio OWA Ism) 157-aM *64ow -M-atoaj~~ A-15 U Meat industry - Accounting Practice in organizing accounting according to a work shett. Mias. Ind. 23 no. 4, 19U. j 0 1 9. Monthl List of Russian Accessions, Library of Congress, December 1951, Uncl. 2 KOLOKOLOV, V.A., in,-,h.-., Automatic welding of pipe elbdws udder a layer of a fting agent. Energ. stroi. no.3:25-26 (13)., 1960. (MIM 3J+:9) 1. Kotellno-mekhanicheskiy zavod-tresta "Teploenergomontazh". (Pipe-Welding)`~i YLPVGRAYOT, G.K., prof.; OSIPOV, V-O-, kand.tekhn.nauk; KOLOKOWVP V-N-, inzh. Fat.igus failure of bridge trusses. Put'i Put.khoz. 4 no-7:28 .Jl 160. (MIRA 13:7) (Railroad bridges) OsIrov, v.0., kand.tekhn.nauk; MIOM1Ovt,,V$N-q inzho Data on the effect of residual stresses on the formtion of cracks in elements of steel bridges. Tnidy NUT no6l26:134-142 160. (MIRA 13:10) (Strains and stresses) (Pridges, Iron and steel) MILOKOLOVt V~N~) ~IIILGINIA~l G.M. PTr%,jC','t!'lg CoaLingo nf bridges. Put' I put. khos. 9 no.7i 15-16 165. (MIM 18110) 1. flukovoditell gruppyMoatoiapytat-alinoy laboratorii Moskovskago instituta inihanerov theletnodorozhnogo transporta, (for Kolokolev). 2. Starsh!y imh. laboratorii zashchitrykh pokrytly Voesoyuznogo nauchno-issledovatellskogo instituta zholeznodarozhnogo transporta Ministerstva putey soobehaboniya (for Molgina.). YEVORAFOV, G.K.1, prof.,, doktor tekhn.nauk; OSIPOV, V.O., kand.tekhn.nauk; Preventing fatigue failure of the parts of metal bridged. Zhel.- dor.transp. 44 no.4:50-52 Ap 162. (MIRA 15.4) (Railroad bridges--Testing) YEVGRAFOVP' G.K.~ dokto# tokhn.nauk, prof.; OSIPOV, V.O., kand.tokhn.nauk; KOLOKOLOV, VAt insh.; MNKEVICH, V.A., inzh.; IVANOV, A.V., inzh,, ---------- - Fatigue destruction of-the parts of riveted spans of old bridges. Trudy MIT no.154:5-63 162. WRA 16:3) (Railroad bridges-Testing) (Strains and stresses) KODDKOLOV, V.No- Rivets must be exchanged in due tims. Put' i put. khoz. 8 no.7.-19 .164. (MIRA 1711O) 1. Rukovoditell gruppy Mostoispytatellnov laboratorii Moskovokogo inotituta inzhanerov transporta. KOI.OKOWV, iWd,6 VWO~TeM`7.rSt,U`re in the upper atmosphere according to ionospheric data. Trudy GGO no-35:21-28 1 52. (MIRA 12:1) (Atmospheric temperature) (Ionospheric radio wave propagation) k 36-58-2112 AUMOR: Ityan-itov, :1. M. and Kolokol,~~, V. P. TrUE: Investigating the Distribution of liduced and Free Electrical Chargeo on Aircraft Surfaces (Issledairauiye raspredeleniya indutsirovamogo I sobstvennogo elektricheakogo zaryada na poverkhnosti samoleta) PERIODICAL: T=dy Glavnoy geofizicheakcry observatorii, 1956, Nr 58, PP 8-16 -(WSR) ABSTRACT: A study of induced and free electrical charges on aircraft surfaces has two purposes: 1) to determine the position and distribution of instru. ments aind- antennas in investigating electrical fields in the free atmosphere with the aid of aircraft and a study the latter's electrical charge, and. 2) to determine the conditions surrounding coroning at different points on the surface of an aircraft in order to decrease parasitic effects in radio, cn-mmications by selecting the right type of receiving antennas and dischargers and choosing the correct location for them. The coroning is caused by external electrical fields and the aircraft's own charging. The investigation is carried. out for aircraft the surface conductivity of which is sufficiently large, Tests have shown that coroning conditions on a plane are wholly determined by the latter's design and construction. Even if antennas and other projecting parts an removed the aircraft would still corone while flying through clouds, in lending, and flying close to storm clouds. The usual dischargers may pot be effective, since the discharger Card 1/2 Investigating the DiIstribution (Cont.) 36-58-2112 instrumental in discharging the aircraft's Own charge does not prevent coroning due to the effect of an external field. Electrostatic interferences on a plane may be eliminated only thropo a thoroUgb analysis of the effect of the aircraftts form on coroning conditions. There are 6 figures, 1 table, and 3 references of which 2 are Soviet, and 1 is English. AVAILANZ: Library of Congregs Card 2/2 SOV/169-59-7-7162 Translation from- Referativnyy zhurnal, Geofizika , 1959, Nr -1, p loo, (USSR) AUTHOR: Kolokolov V F TITLEi The Loss of,Charge in Thunderclouds by Precipitations PERIODICAL: Issled. oblakov, osadkov i grozovogo elektriohestva. Leningrad, Gidrometeoizdat, 1957, pp 164 - 169 ABSTRhCT-. The author expounds the results of continuous registrations of the current from precipitations carried out with a device for measuring the field voltage; the graduated plate of the device was replaced by arisolated vessel collecting the rain droplets. The measurements *ere carried out.in 1954 and 1955 during 20 shower rains, in which lightning discharges were observed in 8 cases. The measurements showed that the density of the cloud currents in shower rains fluctuates from 1o-15 to 1o-13 amp/cm~2 and in shower rains accompanied by lightnings the current at1minates in the value 10-12amp/cm?. The electric charges conducted awa:~:by the precipitations from the thunderclouds Card 1/2 can be commensurated with the charges conducted away by the V/' SOV/169-59-7-7162 The Loss of Charge in Thunderclouds-by Precipitations lightning discharges. The existence of several electric centers of different polarity, extension, and intensity in the lower parts of thunder or shower clouds is possible. Review'erls notet In the composite table added by the author in p 165.,-the measuring units are omitted in columns 3 and 5; in column 61the factor 1o-15 is omitted at the maximum value of the precipitation current. N.V. Krasnogorskaya Card 2/2 Ka"Mys T.P. ch-&-ro-o-teristios of clouds and thunderstorm activity, 2nIA7 GOO no;67,.129-130 157. (Kim 13Lt4) (Hadar meteorology) (CIMAIV) -. I - lit Fog lit JAI AS c I c a T 31J02/006/i3 8/5 A052JAlOl AUTHORSt XPIQkolov, V. P. Sempnovt Ka, As TITLEs 6beervations of corona currents from an artifioial',~oint. at Voyeykovo SOURCEt Leningrad. Glavnaya geofizioheakaya o'beervatoriya, .-Trud no. 136, 1962. Atmosferno~o s1ektriohe:stvo#'53---,64 - TEM The article 'summarizes. the' results of.obse'ryatioho,~6airied-'outl,: during summer period 60 bj the.Main Geo0hysia'al Qba6iv~torj: it a 1958 - 19 Voyeykovo. The amount of point dischairge' ourrents,:reoeiiVed-~ b~r-:*hd'. earth,-';.,-' is evaluated and their dependence on the field intensity- "d-thG for6e 6f win4 is considered. To measure. the point discharge 4 devide".built on double triode 6H6 (6.N8) was.usedi The point 60 mm long and I mm.in dial-: meter was fixed on an 1.5 m metal pipe which,was mount6d.'on thd,..roof# The total height oler the earth.-surface was 10 me, In"1~60 the.poinf W''Ed-1 replaced by a standard form-Point 50 mm long and 9 mm: diameter at the.: bage. The current and at the same time the electric field in'tensity'-. Card 1/3 0, 1/ 0 ACCESSION NR: AT4011611 8/2531/63/000/146/0021/0027 AUTHOR: Kolokolov, V. P. ; Pichakhchi, G. I. TITLE: The level of atmospheric Interference and certain peculiarities of thunderstorm activity SOURCE: Leningrad. Glavn. geofiz. observatoriya. Trudy*, no. 146, 1963. Atmosfernoye elektrichestvo, 21-27 TOPIC TAGS: atmospheric interference, atmospheric electricity, thunderstorm, thunder- storm activity, lightning, lightning discharge, atmospheric discharge, storm recording device, storm duration, meteorology ABSTRACT: An attempt was made to find a correlation between the intensity of atmospheric interference (the number of lightning discbarges)' and the climatological characteristics of thunderstorm activity. ~.n attempt was also made to establish relations among these climatic characteristics as they are observed over an extensive territory. The solution of the first part of the problem involved in question, with what climatological characteristics can atmospheric interference be most conveniently compared? At first, the authors compared the number of lightning discharges, recorded by a PRG-1 storm recording davicej with Card 1/4 ACCESSION NR: AT4011511 climatological characteristics j findingg in this way, the values of the correlation factors be- tween the sum monthly number of discharges recorded by the device (threshold of sensitivity: 1. 5 v; approximate e 'ffective radius; 20 km; passband: 6 kc; frequency band: 60-66 kc) on the one hand and the sum monthly number of days with storms and the sum monthly duration of the storms in hours on the other hand (for Tbilisi and Sverdlovsk, summer season, 1960). As atmosphe,:ic interference characteristics, the authors used material on the number of the atmospheric discharges recorded during the summer season of 1961 at Sverdlovsk, Odessa and Leningrad. This recording was made with a PRG-I, with the sole difference that this device was more sensitive and had a broader band (2-20 kc). It soon became apparent that, for the authors' purposes, a climatological characteristic such as -the sum duration of the storms (in hours) was most conveniont. The authors qualify a certain part of the conclusions by stating that their results pertain to atmospherics which give rise (o large field Intensities and which, consequently, are generated by nearby thunderstorms. With regard to atmos- phatice of low threshold values (below 100 millivolts/motor, for example), these may ar- rive from great distances, exceeding the delimitations of the territory pelected. Moreover,, the level of these atmospherics will,* to a considerable degree, depend on superlongwave propagation conditions; that is, on the state. of the. ionosphere. The authors discovered, in Cord 2/4 ACCESSION NR: AT4011511 general, the maximum sum duration of thunder storms in elevated and adjacent regions. There is, naturally, a tendency toward an increase In the level of atmospheric interference as the latitude of the observation point decreases. However, there are local regions which constitute exceptions to this general law. it should also he noted that in regions with a large percentage of stormy days, or with a large number of storms, the storms themselves are, o1 the average, of greater duration. In this connection, however, It Is Interesting to note tl~pt there Is no correlation between the number of thunderstorms and their mean duration Nee Fig. I of the Enclosure). It may be assumed, the authors claim, that the plotting of storm duration charts would be useful for an estimation of the number of electrical dis- charges per unit area, provided the proper reference readings are 'taken at several points within the European Territory of the USSR. Orig. art. has: 6 figures and 2 tables. ASSOCIATION: Glavnaya geofizicheskaya observatoriya, Leningrad (Main Geophysical Observatory) SUBMITTED: 00 DATE ACQ: 20Feb64 ENCL: 01 SUB CODE: ES NO REF SOV: 002 OTHER: 000 0 Card .3A KOLOKOLU," V.Fl World distribution of the number of lightning dlsc~Argea,'O'lTrudy GGO no,,17.7i 10-12 165o Some charactorlatica cf tbe djocharge activity of thunderstorms in tho middle latitudes. lblcl.-.13-~2 (MIRA 1818) -P.,~,;~SIMONGVAI ~.7 KOLOKOL Y~,,!Tf Methodology of constm-t-:.ng map of lightning discha.-ges Trudy- GGO r.o.177!23-30 165. ~VIIIRA 18:8) 1 KOLOKOLOV, Viktor Petrovich; TATUYKO, I.I., red. (It', storming arcund the planet] Grozy idut po planete. Leningrad, Gidrometeoizdat, 1965. 124 P. (MIRA 18:12) ACC H14 A76014848 SOURCB CODES URM31/66/000/188/M3/0010 AU71ioRt Kolokolcwt V.P.1 Barkslavao K.N,l Kuprovich, V. Vp IX Uityavint V*A,'$- SimcnavW4 Re 16 ORGI NOM TITLBs on a more precise method of napping thernumber of lightning-'nashes .50URCR: Leningrad. Glaynays geofizicheakays observatoriya. Trudy, no. SO i '19", Atmosphetnoye elektichestvo (Atmospheric electricty), 3-10 ..TOPIC TAGS: atmospheric electricity, thunderstorm activity, Aightning, Uod;m~ ABSTRACT: The paper discusses Improved methods for mapping the geographical densilli of lightning flashes.- -'-. Lightning dischaMe counters with a knowni.effective regi. stration radius (defined as the maximus one within which all discharges are regi3te-'. Fed),. were used. An expression for the effective radius, derived for wide band (2-20 kc) counters from a previously published (referenced) paper of L.G. Makhotkin, was too sensitive to its coe-fficient's.ercors; therefore, simultaneous registration with 4''.. narrow band (56-62 kc) counter was employed Thunderstorm activity was expressed as the monthly number of discharges per 100 kal of -the recording station vicinity sizeal~- V.ander3tQrM activity over -the North. Atlantic has been also evaluated from British MM and WGS (unreferenced).4adiolocation data. Dependence of thunderstorm activitri cmd ACC NR, AT6014848 form of number of discharges per loo km2 per month and also number Of days It th thuffi, -humidity index "te- was determined and estso, derstorms.per montht -vs. a temperature of .~he blished. The temperature-huni"tY index chosen was represent" by theLprodUet an dvjv~~ J! Aemperature in T z'absolute -humidity - in al llibaX8- COMBAB OU XWtbGi given, ftigo &Ctoth"t-' 2 f igure,49 .,,3.' f ormu Ian od 41-tablelle ont oft/ None SW COD211 04/ 3VM DA72:" ORIG RM: j_: V. j CWd Al- VI ZOZULTA, T.N.; KOMOV, A.S.; LOSMOVA, R.F.; CHNUOMMOT, K.N.# NOLOK6T. TAROSHMO, F.D,. Prinimal uchastiye: SITITM, S.N.. T.S,,-P;of,, red. [Chinese-Ruselan dictionary of scientific and technical terms] litaisko-rusakil slovarl nsuohnykh i tekhnichookikh terminov. 32000 terminov. Pod red. V.S.Kolokolovs. Notikva, In-t nauchn. informateii Akea.nauk SSSR, 1959. 56B.P. (M=A 13:2) (Ohinese langtmge--Dictionaries--Ruasian) (Science--Dictionaries) (Technology-Dictionaries) FEVZNEFt M.I.; KOLOKOLGV. V.3. Protective casing for drums of wire-drawing machines* Sboreratse predl.vnedr.v proinve noe5:39 160* (MM 14:8) 1. Zavod "KrasMy Profinternife (Wire drawing-Equipment and supplies) 0- wis I kO Lol< oL o V 1-815), SOV/11Z-59-5-9052 Translation from: Relerativnyy zhurnal. Elektrotekhnika, 1959, Nr 5, p 91 (USSR) AUTHOR: Rabinovich, M. S., Kolokolov, V. V., and Levitan, M. Ye. TITLE: Automatic Equipment oTTMWW'ater-Pumping Outfits Should be Improved PERIODICAL: Ugol', Ukrainy, 1958, Nr 4, pp 42-45 ABSTRACT: The "Krasnyy metallist" plant, Konvto~, manufactures AVV-3 high- voltage automatic 'equipment for water -pumping outfits only of a regular mine type. This fact excludes the possibility of using the equipment outside the near-shaft installations, in gas- and dust-hazardous mines. There are many pumping plants with a high-voltage drive situated at the extremes of the mine field and at the levels lower than the shaft yard. These water-pumping outfits could not be automated until recently because of the above reasons. Now this problem is being successfully solved by means of AVN- I equipment manufactured by the "Krasnyy metallist" plant; the equipment is explosion- proof and is intended for automating water-pumping installations with low- card 1 / 2 SOV/112-59-5-9052 Automatic Equipment of Mine Water-Purnping Outfits Should be Improved voltage motors. The Giprouglgavtomatizatsiya Institute has modernized this equipment for use in autematiltg high-voltage water pumping. The cost of automation as compared to that with the AVV-3 equipment is lower by 25-3010. The principal scheme for controlling high-voltage water pumps by means of the modernized AVN-IM equipment is presented, as well as a description of its functioning in the pumping plant at the number I slope of No. 5-6 shaft imeni Dimitrov, Donbass. S.A. P. Card 2/2 jj PHASE I BOOK EIPLOITATION SOV/5543 Moscow, Tsentralfnyy institut prognozov Voprosy diagnoza, I prognoza nizkoy oblachnosti I obledenenlya samole- tov (Problems in the Diagnosis and Forecasting of Low Cloud For- i~ations and Icing On Aircraft) Mosoows Gidrometeoizdat (Otd-niye).* 19.6'11~~9..92 p. (Series: Its: Trudy,, vyp. 80) ZmLta a2lp Inserted. .800 copies printed. - .Sponsoring Agenciegs Glavnoye upravlenlye gidrometeoraloglabookoy sluzhby pri Sovete N1nIstrov SSSR; Tsentrallnyy Institut prognozov, Ed,.(Title page): N. V, Petrenko; Ed. (Inside book): M. I, Sorokina; Tech, Ed.: I. M. Zarkh, PURPORE: This publication is intended for synoptic meteorologists at aviation meteorological stations andother weather-service organizations, It may also be of inter6st to theoretical research workers in meteorology. COVERAGE: The first four articles of this issue of the Transactions of the Central Institute of Weather Forecasting deal with conditions Card 1/3 Problems In the Diagnosis (Cont.) SOV/5543.' associated with the formation-and forecasUng of cloudiness in the low cloud level, The results obtained ii-uia balloon and aircraft soundings are presented. The conditions of aircraft icing in clouds are analyzed in two articles and the possibilities of fore- casting the relative humidity are evaluated. No personalitiesAre mentioned# References follow individual articles. TABLE OF CONTENTS: a Abramovich, K. G., and A. KhaKhr9lane Organization for Investigating Conditions Attendant to the Formation of Low-Level Cloudiness 3 Abramov-1ch, K. G. conditions At-tendant to the Formation of Low- 10 Level Cloudiness Gogoleva, Ye. I. Changes in Dew-Point Deficit Before the Appearance and Dispersion of Cloudiness Below Altitudes of 600 m 42 Kolokolova __(1.,.V. Determination of the Transfer Level in 58 iFC;42;'~_asting Low Cloudiness Card 2/3 Z-AIMARIKy Ye.; ANTIPOVV Be; UWANOV, S.1-KOWROLOVA, Me; i.-v-t-ekhn.:red- .SIDELINIKOVA,, Z,v redo; NEWTOVI [City oi'~6el] Wrod Orel. ftelo Orlovsko4 )mi2amoe izd-vot 1958. U2 P- (NMA 24:6 (Orel-4)eocription) S11791611oOO100610111011 E032/E514 AUTHORSt Zhukova, L.A., Kolokolova, N.A. and Sukhnev, V.A. (Moscow) TITLE: Measurement of small pressure differences in rarefied gazes PERIODICAL: Akademiya nauk SSSR. Izvestiya. Otdeleniye tekhnicheskikh nauk. Mekhanika i mashinostroyeniye, no.6, ig6i, 174-177 TEXT- This paper is concerned with the selection of mano- meters and manometric fluids for the measurement of small pressure differences in rarefied gases. The particular type of manometers which In considered by the present authors is the U-tube manometers of the two-liquid type with either one or two separation surfaces and a reservoir in each limb. A brief survey is given of the published Soviet literature on this subject, together with an account of some versions of the U-tube manometer used by the authors. In the latter work they have made a detailed study of manometers filled with combinations of ethers of the meta-phenyl-diacetic acid and polyorganosiloxane liquids. In this Card 1/2 Measurement of small pressure S/179/61/000/006/011/011 E032/9514 way it is piwasible to obtain diffeient pafirs of iWacible liquids with density differences between 0.2 and 0.07 g/cm--'. In particulw, they have investigated the polymethylsiloxane liquid nmc- lo (PMS-10) and polyethylsiloxane 114uid 11211 in combination with the d i a m y 1 ether of the meta-phehyl-diacetic acid and the dimethyl ether of the meta-phenyl-diac6tic'acid respectively. The theory of the two-liquid U-tube manometer- Is ;aid to have been given by N. I. Belik (Ref.1; Instruments for-the'meaisurement of small differences of gas preisure.-Mashttz, 1957). The present authors make use of this theory to 66timatie'the possible experimental errors for two-liquid manometers with one and two separation surfaces. Criteria are derived-whi6h may be used to decide whether one or two separation surfaces can be used with greater advantage. Curves are reproduced showing the variation in the absolute error for different manometer parameters. There are 4 figures, I table and 5 Soviet-bloc references. SUBMITTED: May 15, 1961 Card 2/2 SUKHREV, V.A.; ZHUKOVA, L.A.; IOFFE, A.E.; KOLOKOLOVA, N.A. Two-liquid micromanometer for measuring slight pressure losses in rarefied gases. Izm. tekh. no.12:17-19 D 163. (MIRA 16:12) I ZEUK011A, L.A.; KOLOKOLOVA, N.A.; SUMINEV, V.A. Investigating new liquids for liquid-column manometers used In measuring pressure drepa in rarefied gases. Izz, tokh. no.5sl7-19 My 165, (MIRA 18:8) 1 M