泄水建筑物的英文

• escape works
• outlet structure；sluice works；outworks
• release works
• water release structure

• "泄水"英文翻译    weepage; sluicing
• "建筑物"英文翻译    building; edifice; structure ...
• "抽水建筑物" 英文翻译 :    extraction structure
• "挡水建筑物" 英文翻译 :    water holding structure; water retaining construction; water retaining structure；retaining works; water-holding structure
• "档水建筑物" 英文翻译 :    water retaining structure retaining works; water retaining structure; retaining works
• "防水建筑物" 英文翻译 :    watertight building
• "放水建筑物" 英文翻译 :    water release works
• "分水建筑物" 英文翻译 :    off-take structure; water-diversion structure
• "洪水建筑物" 英文翻译 :    flood discharge structure
• "环水建筑物" 英文翻译 :    water-surrounded structure
• "江水建筑物" 英文翻译 :    outlet structure
• "接水建筑物" 英文翻译 :    barrage
• "进水建筑物" 英文翻译 :    intake construction; intake structure; intake works
• "拦水建筑物" 英文翻译 :    water barrier
• "量水建筑物" 英文翻译 :    water measuring structure
• "排水建筑物" 英文翻译 :    discharge structure
• "浅水建筑物" 英文翻译 :    escape works
• "取水建筑物" 英文翻译 :    intake work; water intake structure
• "渗水建筑物" 英文翻译 :    seepage structure
• "输水建筑物" 英文翻译 :    conveyance structure
• "水建筑物" 英文翻译 :    release work
• "透水建筑物" 英文翻译 :    permeable works
• "引水建筑物" 英文翻译 :    diversion construction; water diverting structure
• "脑力劳动；拱顶石饰；渠头控水建筑物" 英文翻译 :    headwork
• "山水建筑" 英文翻译 :    landscape architecture

• Overall layout of discharge structures of xixiayuan counter reservoir
  西霞院反调节水库泄水建筑物总布置
• Energy dissipation and erosion control of stepped overflow structure on key dam of gully correction
  治沟骨干工程台阶式泄水建筑物的消能防冲研究
• The influence of water level differences on discharge of water - release structures of wide - shallow reservoir
  宽浅式水库库水位差异对泄水建筑物下泄流量的影响
• So the labyrinth weir is particularly suited for use where the discharge structure need to enlarge the ability of outflow but the width is restricted the labyrinth weir could be divided into straight - labyrinth weir and curve - labyrinth weir in this paper
  因此，迷宫堰特别适用于泄水宽度受限，但又需提高泄流能力的泄水建筑物中。本文将迷宫堰分为直线型迷宫堰和曲线型迷宫堰。
• By analyzing risk sources and those uncertain factors affecting the risk , the diversion risk is defined as the probability of the maximum discharge after being adjusted and held higher than the maximum design flood
  通过对导流风险来源和引起导流风险的各种不确定性因素的论述和分析，把施工导流风险定义为天然来(洪)水经过调蓄后，导流泄水建筑物的最大泄水流量超过其设计最大泄水能力的概率。
• All water conveyance and water discharge structures are designed to locate at right bank strip ridge , due to special topography and land form . large excavation area and steep slope raising from close plan locations of adjacent structure lead to slope stability . in general , slope stability analysis and treatment are concerns of zipingpu project
  由于其特殊的地形、地貌，工程的各输、泄水建筑物共7条隧洞均布置在右岸条形山脊内，各相邻建筑物进出口的平面位置距离较近，开挖范围大、坡度高且陡，存在着大量因开挖而形成的高边坡稳定问题。
• The horizontal swirling flow internal dissipater tunnel being built in gongboxia power station will be the first one reconstructed from a diversion tunnel whose discharge reaches to 1000m vs and water head is more than 100m in china . its scheme ' s argumentation , test research and future apply will have important meanings to the design . research and engineering application of internal dissipation discharge tunnel with swirling flow , will powerfully promote engineering application of this new kind of dissipation mode , which may solve some high velocity problems in high dam construction and provide a engineering example for technological and economical augmentation in a diversion tunnel reconstruction . it is of theoretical and practical importance to promote hydraulic structure researches and development
  公伯峡水电站右岸旋流内消能泄洪洞是国内第一个泄量达1000m s 、水头超过100m ，即将修建的旋流式内消能泄洪洞，其方案的论证与试验研究以及建成后投入使用，将在国内外旋流式内消能泄洪洞设计、研究与工程应用中具有重要的意义，将有力的推动这一新的消能形式在工程中的应用，从而为解决高坝建设中泄水建筑物的高速水流问题与导流洞改建的技术与经济问题提供工程实例，对推动与发展水工水力学的研究与发展均具有重要的理论与实践意义。
• With the further economic growth and the implement of development of the western regions , hydroelectric construction in our country is undergoing rapid growth , anumber of high - dam power - station is in building or in programming . in view of its higher - head and larger magnitude of spill structure outlet , it is difficult for conventional concrete or reinforced concrete structure of pier and pier room to support its vast water pressure . coupled with the improvement of prestressed method , it has been the noteworthy tool in solving the problem
  随着我国经济的加速发展及西部大开发战略的实施，我国水电事业也迎来了迅猛发展的大好时机，一批高坝水电站正在建设或规划之中，其泄水建筑物孔口及水头愈来愈大，常规混凝土或钢筋混凝土闸室闸墩结构难以承受如此之大的水推力作用，随着预应力技术的成熟，这一技术已成为解决该问题的关键技术措施之一。