下游面的英文

• downstream face
• lee face

• "下游"英文翻译    lower reaches; downstream; a ...
• "面"英文翻译    face
• "坝的下游面" 英文翻译 :    downstream face of dam
• "坝顶下游面半径" 英文翻译 :    downstream radius of crest
• "下游" 英文翻译 :    1.(河流下游) lower reaches; downstream; after-bay; tail water2.(落后的地位) backward position 甘居下游 be resigned to being backward; 这孩子的学习成绩属下游。 the child is backward in his studies
• "上游面" 英文翻译 :    upstream face; water-side face
• "垂直上游面" 英文翻译 :    vertical upstream face
• "上游面板" 英文翻译 :    upstream deck
• "上游面坡度" 英文翻译 :    upstream batter
• "往下游" 英文翻译 :    down
• "下游侧" 英文翻译 :    downstream side
• "下游的" 英文翻译 :    downriver; downstream; lower
• "下游地" 英文翻译 :    downstream
• "下游端" 英文翻译 :    downstream end
• "下游段" 英文翻译 :    low course; lower course; lower reach; tail
• "下游阀" 英文翻译 :    downstream valve
• "下游管" 英文翻译 :    dow tream tube; downstream tube
• "下游键" 英文翻译 :    dsdown-stream key; dsk down-stream key
• "下游流" 英文翻译 :    down stream
• "下游坡" 英文翻译 :    downstrean slope
• "下游区" 英文翻译 :    down stream region; downstream region; part of lower stream
• "下游式" 英文翻译 :    downstream embankment method
• "下游水" 英文翻译 :    dow treamwater; downstream water
• "下游闸" 英文翻译 :    tail lock
• "向下游" 英文翻译 :    down the river; down the stream; downriver; downstream; migrate down

• These constitute the upstream and downstream faces of the porous domain .
  这些是由多孔区的上游面和下游面组成。
• Yunfeng hydroelectric power station dam downstream face reinforcement project design construction
  云峰水电站挡水坝下游面加固工程的设计与施工
• In harsh climate region , mere exists obvious local stress concentration near the upstream and downstream of the exposed - in - winter horizontal surface of the rcc dam , and the surface of spillway bucket though heat insulation is applied on the surfaces , tensile stress still exceeds the allowable one of concrete . this paper puts forward to adopt preset crack to avoid occurring more cracks . the special crack model is applied to simulate the dam preset crack , and the joint model of fracture mechanics is induced into strain - soften model
  在结构措施方面，针对严寒地区高碾压混凝土重力坝坝体越冬层面的上、下游面附近及溢流坝堰面反弧段表面有明显的局部应力集中象现，在已采取一定的表面保温防护的条件下，拉应力仍然超过混凝土容许拉应力，开裂难以避免，进而提出设置碾压混凝土坝表面预留缝结构措施并对该措施进行深入研究，包括预留缝的扩展稳定和坝体沿预留缝的稳定性，以避免大坝在无措施部位开裂，解决大坝越冬层面水平施工缝的开裂问题。