Diversion of stream through hydroelectric stations with high dams during construction K. K. Kuz'min OriginalPaper Pages: 419 - 424
Seepage in the foundation of the Krasnoyarsk dam A. P. EpifanovV. A. UlyashinskiiV. B. Idel'son OriginalPaper Pages: 425 - 428
Construction of the flood (freshet) hydrograph of a given probability with consideration of its unfavorable shape N. S. Kashinov OriginalPaper Pages: 429 - 439
Determination of the firm yield of a system of reservoirs for water supply A. L. VelikanovV. I. Klepov OriginalPaper Pages: 439 - 443
Effect of arch shape on the performance of a high rockfill dam A. A. Belyakov OriginalPaper Pages: 444 - 448
Piles and pile strip foundations in the upper bearing layer of a stratified base G. V. SimakovS. Ya. SmolkoV. Ya. Khotyakov OriginalPaper Pages: 452 - 457
Parameters of local scour in the region of a single cylindrical pier and factors determining them N. D. Kanarskii OriginalPaper Pages: 457 - 462
Intense methods of winter concreting of underground hydraulic structures in the Far North E. M. GlazunovA. I. MatyukhinaV. A. Rumyantsev OriginalPaper Pages: 463 - 466
Examples of a combined layout of hydrostations under confined mountainous conditions O. V. Sitnin Discussions Pages: 467 - 470
Problems of calculating the strength of massive concrete and reinforced-concrete elements of complex hydraulic structures S. B. Smirnov OriginalPaper Pages: 471 - 476
Use of simplified on-site characteristics when automating water accounting at hydraulic structures I. S. SarzhinskiiYu. K. Zhukov OriginalPaper Pages: 477 - 479