Some results of calculating the social risk related to transformation of the river channel in the lower pool of a hydro development D. A. IvashintsovD. V. StefanishinA. B. Veksler Safety of Hydraulic Structures Pages: 267 - 272
State of the dam at the Zeya hydroelectric station with consideration of the geodynamic effect A. N. MarchukL. N. DudchenkoA. V. Vyatkin Safety of Hydraulic Structures Pages: 273 - 282
Experience in using geophysical methods for reconstructing hydraulic structures in cities A. S. AleshinA. D. ZhigalinI. S. Rumyantsev Safety of Hydraulic Structures Pages: 283 - 286
Routine instrumental monitoring — a guarantee of dam safety V. Z. Kheifits Safety of Hydraulic Structures Pages: 287 - 289
Reliability of concrete in the main structures of the Boguchany hydroelectric station Yu. D. LyadovS. N. SemenenokS. V. Sharkunov Research and Experiments Pages: 290 - 297
Method of calculating varying discharges in branch canals with bilateral division of the flow N. E. Markova Research and Experiments Pages: 298 - 300
Adjustment of the loads between segments in the hydraulic thrust bearing of a turbine-generator unit A. A. Zakharov Research and Experiments Pages: 301 - 304
Standardization of wave loads on river structures V. Sh. Tsypin Research and Experiments Pages: 305 - 306
Water transport and power network (WTPN) of the Russian Federation A. A. Belyakov Discussions Pages: 307 - 312