斜沙壩 的英文怎麼說
中文拼音 [xiéshābà]
斜沙壩
英文
reticulated bar-
The project is 156 m dam height, 877 m normal impounded level and 760 mw installed capacity. minjiang river benches almost conversely in shajinba reach and makes the right bank a thin and weak ridge, which is a syncline geological structure
岷江在沙金壩河段形成一個近180的河曲，使右岸形成三面被河曲圍抱的條形山脊，構造上為一完整沙金壩向斜，工程區水工建築物都布置在右岸山脊內。All of the hydraulic structures are arranged in the right bank and four underground seepage tunnels are arranged parallel in horizon, and the axle wires intersect with syncline axis almost perpendicularity, and with rock formation obtusely. complex underground tunnels are formed under such formidable conditions, and each of seepage tunnels crosses nuclear of syncline and comes up against interlaminar sharing disturbed belt at different footage
四條引水發電隧洞在平面上平行布置，軸線方向與本區構造線方向近於垂直，與巖層走向大角度相交，構成一復雜地下洞室群，並在不同洞段通過沙金壩向斜核部，且遭遇多條層間剪切錯動帶。Water invasion bursten out during the railway - tunnel construction is usually the mainly problem in constructing or operating, also which brings surface water to exhaustion and pollutes environment or effects ecology, etc. the geleshan tunnel which crosses through guan - yin gorge anticline which trend is near south north, is located between tuanjie village and jingkou village of the shapingba zone, chongqing city, which is belongs to the inducting segment of yu - huai railway. the guan - yin gorge anticline appears to ridge and slot interlacing in land form, and is composed of clastic rock and carbonate rock from jurassic xintiangou group to triassic
歌樂山隧道位於渝懷線引入段重慶市沙坪壩區團結村至井口村之間，隧道穿越近南北向的觀音峽背斜，地貌上表現為脊、槽相間，觀音峽背斜由侏羅系新田溝組至三疊系下統碎屑巖和碳酸鹽巖組成，歌樂山頂大部分出露可溶巖地層，地表巖溶發育，有大量泉水和暗河出口，並修建有多個中小型水庫、大量池塘和水井。Furthermore, combining with the experiment of yibin zhongba jinshajiang cable - stayed bridge concrete model, this thesis using finite element method studies shear lag effect of the cable - stayed bridge with n cross section and offers suggestion to the project
此外，本文結合宜賓中壩金沙江斜拉橋模型實驗，利用有限元程序和模型實驗方法，研究雙主肋形截面斜拉橋的剪力滯效應，對雙主肋截面斜拉橋的設計和施工提供一定的參考。In the numerical simulation, the open boundary and 1 : 1 slope on the end of the wave tank are considered with the other conditions same as the physical experiment ; the interaction between surface waves and the triangle / trapezium sandbars on the seabed is also studied
數值模擬中，除了對水槽末端為開邊界及1 ： 1斜坡、其餘條件與物理模型試驗相同的情形進行了研究之外，也對波浪與三角形和梯形沙壩地形的相互作用進行了研究。分享友人