Ways to create and improve high-parameter hydraulic drives for hydraulic structures V. Ya. MartensonI. Kh. KaplanA. A. Kholodov OriginalPaper Pages: 681 - 685
Seepage strength of gypsinate foundations of hydraulic structures M. N. TerletskayaN. V. Metonidze OriginalPaper Pages: 690 - 691
Damming of the Vilyui River channel at the construction site of the Vilyui III hydroelectric station V. S. Panteleev OriginalPaper Pages: 692 - 697
Calculation of the curve of the free surface of a flow in a circular conduit L. G. Rabukhin OriginalPaper Pages: 697 - 700
Increase of the reliability and cost effectiveness of the Leningrad flood control gates P. R. Khlopenkov OriginalPaper Pages: 700 - 705
Hydraulic tests of the spillway of the Zeya hydroelectric station V. M. BoyarskiiV. V. VasilevskiiA. M. Shvainshtein OriginalPaper Pages: 705 - 710
Interpretation of the results of shear tests of sands I. P. IvanovN. P. IvanikovaM. B. Zavodchikova Discussions Pages: 711 - 714
Improvement of the method of calculating the strength of reinforced-concrete elements on the basis of inclined sections A. S. ZalesovV. B. NikolaevO. D. Rubin Discussions Pages: 715 - 718
Current trends in the development of pumped-storage stations in the World M. I. Klasson OriginalPaper Pages: 719 - 727