消力墩 的英文怎麼說

中文拼音 [xiāodūn]
消力墩 英文
baffle block
  • : 動詞1 (消失) disappear; vanish 2 (使消失; 消除) eliminate; dispel; remove 3 (度過; 消遣) pa...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • : Ⅰ名詞1. (土堆) mound 2. (墩子) a block of stone or wood Ⅱ量詞(用於叢生的或幾棵合在一起的植物) cluster
  1. The additional flow is formed by the device of dentoid baffle, and the application of the device of dentoid baffle cooperated with a stilling basin has been investigated by systematic model tests. based on the research results, the hydraulic problems such as the characteristics of hydrodynamic pressure and cavitation on the head of the denotid baffle, the properties of flow under the condition that the device of denotid baffle is used with a stilling basin, the hydraulic computation about a stilling basin, the estimation of energy dissipation and its various affection factors, the mechanism and effect of energy dissipation, and distributions of velocity and pressure and aerating concentration, etc, have been analyzed ; the method and step of hydraulic design of device of denotid baffle by which the additional flow is produced has also been proposed

    文中利用齒設施實現附加射流,對齒設施與池聯合應用進行了大量的和系統的模型試驗,分析研究了中低佛勞德數條件下,齒頭的動水壓強及空化特性,齒設施與池聯合應用時的流態特性,池的水計算,能量的估算及其各種影響因素,能機理和效果,池內的流速、壓強特性,摻氣濃度分佈等水學問題,並提出了實現附加射流齒設施的水設計方法和步驟。
  2. The water current flows over the top of the dentoid baffle to the hydraulic jump as additional momentum. while it is cooperated with a stilling basin, the flowing condition emerged in the basin may be improved greatly and the length and downstream water depth required by the basin can be decreased to a great extent. such an appliance may be also used to solve the problems of insufficiently dissipating water flow energy and aerating flow, which are often faced with those hydraulic engineering constraction as acted by high waterhead, great specific discharge and low froude number

    本文通過齒頂部的擴散水舌所形成的附加射流,從上部射入水躍,即可改善池內的水流流態,又可降低第二共軛水深,減小水躍長度,增進水躍能效果,同時還能解決大單寬、低佛勞德數條件下摻氣和能不足的問題,試驗證實它是一種安全、經濟的能工。
  3. The t type barrier stilling basin has developed to a new energy dissipation technology which is adapted for energy dissipation of underflow in recent years

    T形池是近年來發展起來的新型能技術,適用於底流能形式。
  4. It is concl uded that dental baffle - pier can increase energy dissipation rate of stilling b a sin and decrease engineering cost. the obvious economic benefits and the expected effect of additional momentum hydraulic jump theory are achieved

    結果表明:採用齒設施,可增進池的能作用,並取得顯著的經濟效益,達到了附加動量水躍理論所預期的效果。
  5. The paper also introduced the applied situation of the actual projects about the t type barrier stilling basin through the helong reservoir spillway ' s hydraulic model experiment

    本文還通過河龍水庫溢洪道水工整體模型試檢,描述了t形池在實際工程中的應用情況。
  6. Based on experimental result of energy dissipation and scour protection for downstream of spillway at yu jian kou power station, this paper discusses the flow characteristics, aerated characteristics of flaring gate pier for low dam pivot, the influence on pressure of dam surface and the result of energy dissipation for flaring gate pier. it is put forward to be an available method to solve the problems of energy dissipation and scour protection for depth of covering strata, poor geologic condition and weakness of resistance to scour capability under reasonable use of flaring gate piers and auxiliary dissipaters. thus, a new method is obtained for release of floodwater and energy dissipation of low dam pivot which are provided with low water head, great unit discharge and low froud coefficient. it may be used for reference for design and test workers

    結合魚劍口電站壩下能防沖試驗研究成果,對低壩樞紐寬尾的水流特點、摻氣特性、寬尾對大壩泄流能和壩面壓的影響以及寬尾能效果等問題進行了初步探討,提出了合理地使用寬尾結合輔助能設施可有效地解決壩下覆蓋層深,地質條件差,抗沖能弱的低壩樞紐的能防沖問題,從而為具有低水頭,大單寬流量,低佛氏數特點的低壩樞紐泄洪能開辟了一條新途徑,可供有關低壩樞紐設計與試驗工作者借鑒與參考
  7. Analysis of mechanism of jointed energy dissipation of stilling basin and aerated baffle and its validation by experiment

    摻氣分流池聯合應用能機理分析與試驗驗證
  8. To our country, this technology is applied to the hexi power station in hubei in 70th and the taoshan reservoir in hei longjiang in 80th

    我國在70年代將此技術應用在湖南的河溪電站工程,黑龍江的桃山水庫於80年代應用t形池。
  9. However, there are still not enough researches on the energy dissipation characteristics of the t type barrier stilling basin now. many problems existed still needs further study

    但目前對t形能特性的研究還不完善,許多問題有待進一步研究。
  10. It makes the t type barrier and continuous end sill connected. by this method, it can produce forced jump dissipation of energy. as a result, it decreases the length of the stilling basin and lows the cost

    T形池是在平底池內,設置t形與連續尾坎相連接,藉以產生強迫水躍進行能,從而減小池的長度,降低造價。
  11. Abstract : based on experimental result of energy dissipation and scour protection for downstream of spillway at yu jian kou power station, this paper discusses the flow characteristics, aerated characteristics of flaring gate pier for low dam pivot, the influence on pressure of dam surface and the result of energy dissipation for flaring gate pier. it is put forward to be an available method to solve the problems of energy dissipation and scour protection for depth of covering strata, poor geologic condition and weakness of resistance to scour capability under reasonable use of flaring gate piers and auxiliary dissipaters. thus, a new method is obtained for release of floodwater and energy dissipation of low dam pivot which are provided with low water head, great unit discharge and low froud coefficient. it may be used for reference for design and test workers

    文摘:結合魚劍口電站壩下能防沖試驗研究成果,對低壩樞紐寬尾的水流特點、摻氣特性、寬尾對大壩泄流能和壩面壓的影響以及寬尾能效果等問題進行了初步探討,提出了合理地使用寬尾結合輔助能設施可有效地解決壩下覆蓋層深,地質條件差,抗沖能弱的低壩樞紐的能防沖問題,從而為具有低水頭,大單寬流量,低佛氏數特點的低壩樞紐泄洪能開辟了一條新途徑,可供有關低壩樞紐設計與試驗工作者借鑒與參考
  12. Based on the hydraulics series model experiments of the t type barrier stilling basin, the paper gives a full exposition to changing process of the current ' s flow regime of the t type barrier stilling basin and discloses the flow regime characteristics, the theory of energy dissipation, the shape optimization choice, the method on hydraulic design parameter and programme. what ' s more, it provides the expression of mathematics and key of the t type barrier stilling basin

    本文通過t形池的水學系列模型試驗,完整地闡述了t形池水流流態的演變過程,揭示了t形池的流態特性、能機理、體型優化選擇以及水設計參數方法及程序,並給出了t形池界限水深的數學表達式及解。
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