表面溢流 的英文怎麼說

中文拼音 [biǎomiànliú]
表面溢流 英文
skin runoutt
  • : Ⅰ名詞1 (外面;外表) outside; surface; external 2 (中表親戚) the relationship between the child...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • : Ⅰ動詞(充滿而流出來) overflow; spill Ⅱ形容詞(過分) excessive
  • : Ⅰ動1 (液體移動; 流動) flow 2 (移動不定) drift; move; wander 3 (流傳; 傳播) spread 4 (向壞...
  • 表面 : surface; superficies; boundary; face; rind; sheet; skin; outside; appearance
  • 溢流 : effluent flow
  1. The typical velocity field and the pressure on the step surface of the stepped spillway are measured using the laser doppler anemometer and the piezometer tube respectively

    採用多普勒激光測速儀和測壓管分別對階梯典型速度場和階梯壓力進行詳細測量。
  2. The result show that the position of free surface is higher because of frusta of brake, especial obvious in the head of frusta of brake ; flux coefficient and pressure on dam are quite influenced by type of frusta and 3 a type frusta of brake relative to 2 type frusta of brake has bigger flux coefficient and smaller pressure on dam ; obvious influence of ability of discharge flow for different ratio of thickness of frusta and breadth of brake and pressure on dam reduces with increasing ration of thickness of frusta and breadth of brake, while bigger flux coefficient is obtained when tlb = 0. 2

    結果明,閘墩河海大學博士論文的存在抬高了水線的位置,其中在閘墩頭部尤其明顯;墩型對量系數和壩壓力影響較大, 3a型閘墩相對於2型閘墩具有更大的量系數和更小的壩壓力:不同的墩厚閘寬比t / b對泄能力也將產生顯著的影響,隨著墩厚閘寬比的增加,壩壓力降低,而當t / b二0 . 2時壩具有更大的量系數。
  3. Thus it is very difficult to calculate the spill volume and water quality because they involve many processes such as rainfall, yield runoff of rainfall 、 flow concentration of surface runoff, ground pollutant build up 、 washout, the flow concentration of combined drainage system and cso

    其中,合制排水系統的水量、水質的確定涉及到降雨,地、匯,地污染物的累積、沖刷,污水在管渠中的匯以及等多種因素,採用一般方法很難定量計算。
  4. 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

    在結構措施方,針對嚴寒地區高碾壓混凝土重力壩壩體越冬層的上、下游附近及壩堰反弧段有明顯的局部應力集中象現,在已採取一定的保溫防護的條件下,拉應力仍然超過混凝土容許拉應力,開裂難以避免,進而提出設置碾壓混凝土壩預留縫結構措施並對該措施進行深入研究,包括預留縫的擴展穩定和壩體沿預留縫的穩定性,以避免大壩在無措施部位開裂,解決大壩越冬層水平施工縫的開裂問題。
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