The dam wall is 870 ft. (265 m) high - taller than the Hoover dam - and when completed, the dam formed a reservoir 47 miles (75 km) long that completely submerged the old town of Tehri.
大坝高870英尺(265米)——比胡弗大坝高——竣工以后，该大坝形成了一个长达47英里(75千米)的蓄水池，完全是老的特赫里城镇完全陷入水中。
Then on 29 June 1992 the m 6.6 Big Bear Earthquake occurred about 14.5m (9 miles) from the dam site on a unnamed fault in response to the rupture on the Landers fault.
29日又发生了6.6级的大熊地震，(因发生在大熊湖而得名)这次地震震中在离大坝14.5公里的一个不知名的断层，是受到兰德斯断裂影响而产生的。
Kasho, a 46.4m (152ft) high concrete gravity dam was shaken by the 6 October 2000 Western Tottori Earthquake (M 7.3) in Japan. The epicenter of the earthquake was about 3km (1.9 miles) from the dam.
家所大坝是一座高46.4米的混凝土重力坝，在2000年10月6日受到日本西鸟取县7.4级地震的影响，震中离大坝3公里。
On 28 June 1992, the fault rupture on the Landers earthquake (m 7.4) located 45km (28 miles) away shook the dam.
1992年6月28日，在离大坝45公里处地层断裂，引发了兰德斯地震(7.4级)。
The dam is 389.5 m long and 76 m wide at the bottom and 19 m at the top.
该大坝长389.5米，宽19米。
Xianghongdian dam is a concrete gravity arch dam, its maximum height is about 80 m.
响洪甸坝是一座混凝土重力式拱坝，最大高度约80米。
The dam is noted for spillway with a rate of about 1370 cubic meters per second and a diameter at the lip of 22 m.
该大坝于1953年至1957年建造而成。 它因其以直径口为22米的泄洪口每秒泄洪1370立方米的速度而著名。
Combining the engineering example of Klnbrein Arch Dam 200 m high in Austria, aimed at restriction effect between foundation and arch dam, the 3-D finite element analysis has been carried out.
结合科恩布赖茵拱坝的工程实例，就基础对拱坝坝体的约束效应进行了三维有限元分析，发现施工时预留的陡坎对拱坝坝体应力影响显著，同时建议拱坝施工时地基开挖成概化的地基界面。
Combining the engineering example of Klnbrein Arch Dam 200 m high in Austria, aimed at restriction effect between foundation and arch dam, the 3-D finite element analysis has been carried out.
结合科恩布赖茵拱坝的工程实例，就基础对拱坝坝体的约束效应进行了三维有限元分析，发现施工时预留的陡坎对拱坝坝体应力影响显著，同时建议拱坝施工时地基开挖成概化的地基界面。
应用推荐