hydroelectric造句
121. A program of FORTRAN language is worked out to calculate ventilation system in hydroelectric generator.
122. The mounting and adjusting technique for the replacement on field of the elastic oil tank of thrust bearing of No. 1 generator in Danjiangkou Hydroelectric Power Plant was introduced in detail.
123. Introduces the heavy repair process and its management of the first generator unit in Shanxi Hydroelectric Generating Station.
124. In the construction of hydroelectric power station, eco - environment will be consequentially destroyed to some extent.
125. It is shown that the static stability of adjustable speed hydroelectric generating units with DFG is interrelated to the feedback coefficients of their controllers.
126. Plans are being drawn up to build a big hydroelectric station here.
127. The paper adopts the numerical simulation method to discuss and analyze the stability of the spandrel groove high slope of a hydroelectric power station in the southwest China.
128. A brief introduction is given about the structure. function and fault diagnosis system formed by overall distributed controlled network in hydroelectric plant.
129. This system can show the running state of hydroelectric turbines through a friendly interface.
130. A proposed hydroelectric dam on the Madeira river (a tributary of the Amazon) was denounced, and the country's new oil find claimed for its people.
131. Second, hydroelectric facilities were kept on perfecting . The water supply expansion project in township was completed.
132. A city of southern Siberian U. S. S. R. on the Angara River north-northwest of Irkutsk. It has hydroelectric power installations. Population, 240, 000.
133. The flood discharge and energy dissipation of Xiluodu Hydroelectric Plant are characterized with narrow valley, big flood discharge capacity and high head.
134. As the diversion tunnel of Ertan Hydroelectric plant has big dimensions and high initial ground stress, the new conception and method are used in design.
135. Steel Lined Reinforced Concrete Penstock ( SLRCP ) was firstly applied to hydroelectric power stations in 1960 s.
136. Eventually, this method is proved by calculating the ventilation of the bulb tubular hydroelectric generator in Baigou power station.
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