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1)  bluff [英][blʌf]  [美][blʌf]
陡坡;陡崖
2)  cliff [英][klɪf]  [美][klɪf]
陡崖
1.
Preliminary research on formation and long-term stability of cliff along the bank of the Three gorges reservoir;
三峡库区陡崖形成及长期稳定性初步研究——以万州区太白岩为例
2.
Automatic extraction of gullies and cliffs from topographic map;
地形图中冲沟与陡崖符号的自动提取方法
3.
This paper discussed the method for cliff of large-scale topographic map, combining with the topographic mapping process in Wuhan Top-pot Mountain, made a test of using cliff symbols and contour to show the realistic cliff and discussed the adaptation conditions, proposed a view of choosing contour interval when using contour to show cliff in accordance with relative elevation of cliff.
结合武汉市锅顶山地形图绘制的过程,对大比例尺地形图中陡崖的表示方法进行了探讨,对采用陡崖符号与等高线相配合表示陡崖的方法进行了实验,讨论了该表示方法的适应条件,提出了采用等高线表示崖壁时根据陡崖比高灵活选择等高距的看法。
3)  escarpment [英][ɪ'skɑ:pmənt]  [美][ɪ'skɑrpmənt]
悬崖;陡坡;马头丘
4)  abrupt slope
陡坡
1.
Due to the limitation of terrain and culture on construction of expressways in mountainous areas,it is common to lay out lines on abrupt slope.
在山区高速公路建设中,因受地形地物限制,将线路敷设在陡坡上的情形较为常见。
2.
This paper introduces credible computing methods for discharge of starting ski jump and ending ski jump according to several cases such as abrupt slope,slope,zero slop and diffuser connecting to the front of nose of weir,which are compared with practical projects.
本文分别就坎前接陡坡、正坡、有平台段的和有扩散的几种情况给出起挑和终挑流的计算方法 ,与相应的工程进行比较说明该计算方法是可信
5)  steep slope
陡坡
1.
Practice of blasting for construction of railway foundation on steep slope;
陡坡铁路路基爆破施工实践
2.
Indoor experimental studies on hydrodynamic characteristics of runoff in rill erosion procession steep slope;
陡坡面发育的细沟水动力学特性室内试验研究
3.
Indoor experiment of characteristics of runoff erosion in loess steep slope;
黄土陡坡径流侵蚀产沙特性室内实验研究
6)  scarp retreat
陡崖后退
1.
The process of the scarp retreat is a key to understand the evolution of the Changjiang River.
如将残留坡面上T3阶地的年龄近似为崩坡积的形成年龄,则计算出的陡崖后退速率大约是0。
补充资料:陡坡
陡坡
chute
    使上游渠道或水域的水沿陡槽下泄到下游渠道或水域的落差建筑物 。多用于落差集中处 ,也用于泄洪排水和退水。建筑材料多用砌石、混凝土和钢筋混凝土。单级陡坡由进口连接段 、控制堰口 、陡坡段、消能设施和下游连接段组成。其进口连接段、控制堰口和下游连接段的结构布置同跌水。陡坡段的坡度一般均大于临界坡  ,常用坡比为  1∶3  ~1∶10。横断面多为梯形,槽底在平面布置上常采用扩散式、菱形和等宽式3种。为降低流速和改善流态常在槽底等距离建阻水条坎(糙条)加糙。陡坡段末端常接消力池,但泄水、退水和溢洪道上的陡坡段后也常采用挑流消能  。当落差很大时,可采用多级陡坡。其结构与单级陡坡相似。其中间各级的上级陡坡消力池末端,即下一级陡坡的控制堰口。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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