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1)  steep slope cropland
陡坡耕地
1.
Soil and water losses of steep slope cropland are serious problems on both eco-environment and sustainable agricultural development.
陡坡耕地的水土流失对生态环境和农业可持续发展构成双重压力。
2)  steep cultivated land for quitting
陡坡退耕地
1.
Based on the principle of gradualy control, different level classification, all covering and main factors, the steep cultivated land for quitting was classified to 6 site type areas by macrolandforms, 5 site type subareas by rock group characteristic, 2 type groups by gradient, and 3 types by soil layer thickness in noncarbonatite areas, 4 site types by soil continuity in karst areas.
按逐级控制、逐级分类、全覆盖及主导因子原则,将贵州省陡坡退耕地以大地貌及气候条件分6个类型区,以岩组性质分5个类型小区,以坡度等为2个类型组。
3)  steep cropland
陡坡退耕还林地
1.
Sustainable development of the society and economy has inevitably been restricted in the region,so that the de farming and afforestation in the steep cropland become far more significant for the development of the society and economy there.
长江上游属于 2 5°以上的陡坡退耕还林地面积达 170万hm2 ,是长江上游水土流失的重要策源地 ,严重制约了该区域社会经济的可持续发展。
4)  conversion from farmland to forest in steep slop
陡坡退耕
1.
On the bases of dry sloping fields structure and its damages, the countermeasures of conversion from farmland to forest in steep slop land are pointed out on sustainable development, that is to program the plan of conversion of farmland to forest and using; to use the steep slop land reasonably of conversion f.
针对贵州省旱坡耕地结构现状及造成的危害 ,从持续发展的战略角度提出 :( 1)陡坡退耕的对策措施 ,以及制定陡坡退耕计划与利用规划 ;( 2 )合理利用陡坡退耕地 ,促进农村生态经济协调发展 ;( 3)走资源集约型农业高效持续发展道路 ;( 4)解决农村发展中的问题 ;( 5 )推广陡坡退耕成功模式 ,制定因地制宜的农村发展政策
5)  steep slope region
陡坡地段
6)  steep slope foundation
陡坡地基
1.
Study of the ultimate capacity of embankments on mountain steep slope foundation;
陡坡地基上高填路堤极限承载力研究
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。
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