CONSTRUCTION OF GEORGI DIMITROV DAM

Document Type: 
Collection: 
Document Number (FOIA) /ESDN (CREST): 
CIA-RDP82-00457R007300770007-4
Release Decision: 
RIPPUB
Original Classification: 
S
Document Page Count: 
2
Document Creation Date: 
December 14, 2016
Document Release Date: 
March 2, 2000
Sequence Number: 
7
Case Number: 
Publication Date: 
April 28, 1951
Content Type: 
REPORT
File: 
AttachmentSize
PDF icon CIA-RDP82-00457R007300770007-4.pdf179.84 KB
Body: 
CLASSIFICATION Approved For FjtW/AWFCA~6 , P82-00 ,,0 INFO COUNTRY Bulgaria REPORT co No, TIRPNII A 47 SUBJECT Construction of Georgi Dimitrov I>am 25X1 A THIS DOCUMENT HAS AN ENCLOSURE ATTACHED - PLACE NOT DETACH ACQUIRED DATE OF ?5X1 X RETURN TO CIA LIBRARy INFO. DATE DIS t`R, 20 APR 51 NO. OF PAGES 2: NO. OF ENCLSa (LISTED BELOW) SUPPLEMENT TO REPORT NO. The Georgi D1m.trov Dam is located approximately five kilometers west of the city of Kazanlul and near the village of Koprinka on the Toundja River. Construction on this data was started. in the spring of 1947 but in the sprang of 194 the work was accelerated and has continued at a faster rate up to the present timed 2. The den itself is 800 meters long, 34 meters high, 100 meters thick at the base, and 8 meters thick at the tope The Ktlzanluk-Yarlovo highway will pass over the top. The inside wail of the dam will be slightly off a perpendicular line from the base to the top.. The outside face of the dim wall will be stepped until it reaches the 100-meter thickness at the base bottom 3. Theprel.3minary digging was finished and the building of the wall itself eras started in the. spring of 1954. The wall is being built of granite blocks and asphalt on the inside; the outside is being constructed of large stone blocks tact with dry cement. At the present time the southern half of the data is above ground levels 4o The lake that will be formed b' the dean will fill ten square :~il.ometers on each side of the Touredja River and extend as far as the villages of VId:(n and Dolxta Sakhrane. Portions of these two villages will have to be rerioved and re-established elsewhere, 5. The canal which loads from the dam into the Stars Zagora plain is 22 ki7!o- me~ters long from the dam wall to the entrance of a tunnel below the rai - road station of Yagoda (Gorno Fancharevo}, The dig ins of the canal has been finished and in certain portions the`lining has already been areatal_led., The outlet ditehec from the canal. ;,till. be built by the local villager after the tunnel has been completed. The canal is being lined with varicau$ materials depending upon the terrain through which it passes. In terrain of the first and second categories with sand and huimts, cement. blocks are used. Terrain of the third and fourth categories is composed of c ty or a mixture of clay and soil, requiring the use of granite blocks. The fifth and. sixth categories are those portions of the terrain which are riostly stone and gre.nite; in such terrain a flat cement embankment is used. Th d.iar~ens _on~t and capacity of the canal are as follows p LI~~ RET11~-~ ~0 CI l __.. 1 1 fX AIR LIER!E Approved For Release 2001/03/05 No CIt tr In Class. 0 II~.se I To., TS S W J -R[ 98 10457R00730077000 4 . _~_... 0at~: QUG 1918---- Bey: C1 AS SIFICA.TIOCO Approved For Release 2001/03/05: CIA-RDP82-00457R007300770007-4 "ECrET/C4N7,-,;,a1tJ.S. OFFICIALS ONLY Cfl ITF-1L i TflLLIG' LANCE AG 'CY 25X 1 A a, Depth: 3.10 meters by water ladder. b, Width on the bottom: L40 meters c? Width on the s'jrface : 6 meters d. Capacity: 20 cubic meters per second. 6. The tunnel from the Yagoda (Corno Panchnrevo) railroad stop runs we;:;terly to a point just below Pancherevo, which is n3r?th of Stara Zagora, for a distance of 12 kilometers. At two points in its course the tunnel passes in the open through valleys. It is planned eventually to enclose these open sections,. Up to the time informant left, the project blasting had progressed for eight kilometers and a cement lining had been i sta Ued. along five kilometers. _ ock debris is removed from the working areas of thha tunnel by a bucket cconveyooA system, 7. The administration offices for the dam are located in u. large three story building near the base of the dam wall. The Director-Cenerei, Pavel 'vanovich. Dimov, Is a Russian trained graduate engiaeer; the Administrative Director is a certain Bechev f an active Comunist; - the Chief of Plans and `?`echaical Division is an engineer named Velik Ivanov b Administration of the canal and tunnel is handled by two separate headquarters subordinate to the ruin dom administrative offices: the Director for the canal administration, tiincho Yovchev Chernev, an engineer and Con, mist party member, is located in Rozovo; the General director for the tunnel operations, named !ordanov, is located in the village of Gorno Pancherevo. T-s do? number of employees engaged : the entire project is appro:ximto'