The fiat gate is the basic type employed to close the ports of water passages in domestic hydraulic structures. Owing to their technological nature, economic setting in the structure, and ease of installation, operation, and repair, flat gates of various design modifications are universally employed in deep and surface ports of considerable size over a broad range of working pressures. They have been the subject of considerable study and are quite reliable in operation. At some hydrofacilities, however, there have been instances of damaged flat gates. Analysis of the causes of these damages has yielded voluminous data, on the basis of which design standards have been rendered more precise, and rules governing the fabrication, installation, and operation of the equipment are upgraded. A few characteristic cases of damages incurred by fiat gates in the post-war period with a description of accompanying instances and an analysis of the causes are examined below.* During a temporary period of operation in March 1952 at one of the concrete spillway dams on the Svir' River, an emergency situation arose with a flat wheeled gate covering an opening of 27 m and designed for a head of 6.6 m. The gate was designed in accordance with technical specifications and norms issued in 1935, and was constructed by welding grade St. 3 steel with type E42 electrodes (TsM-7 coating). The mechanical properties and chemical composition of the steel met standard requirements. For three months prior to the emergency, the gate was set into the grooves of the repair gate and operated under a head of 6.0-6.5 m; at the time of the emergency the effective head was 5.72 m. For one weak prior to the emergency, a severe cold spell settled over the construction region, and nighttime temperature dropped to -30"C; at the time of the emergency the air temperature was- 22"C.