泄洪孔 的英文怎麼說

中文拼音 [xièhóngkǒng]
泄洪孔 英文
sluice
  • 泄 : Ⅰ動詞1 （液體、氣體排出） let out; discharge; release 2 （泄露） let out （a secret）; leak （new...
  • 洪 : i 形容詞（大） big; vast; grand Ⅱ名詞1. （洪水） flood 2. （姓氏） a surname
  1. The optimization of laying out these structures, paths of flow jets and a water cushion pool for a high arch dam is first discussed systematically in this paper

    本文首次系統地對高拱壩壩身泄洪孔口、泄流過程以及壩下水墊塘的布置優化問題進行了討論。主要內容和成果有1
  2. Spatial elastoplastic analysis of reinforcing outlets in flood release dam section of tgp

    三峽泄洪壩段孔口配筋方案空間彈塑性分析
  3. Experimental research on crest spillway flood energy dissipation for the double - curvature arch dam

    雙曲拱壩壩頂表孔泄洪消能布置試驗研究
  4. Application of silicon powder concrete for flood discharge middle outlet in the baojixia reservoir project

    硅粉混凝土在寶雞峽水庫泄洪中孔的應用
  5. Bottom hole layout of flood discharing and sediment flushing and application of silicon powder concrete in baishi reservoir

    白石水庫泄洪排沙底孔布置及硅粉混凝土應用
  6. The traditional construction technique and the technology are further improved in accordance with the study on the comparison between the ministerial standard ( sdj249 - 88 ) and the standard for the three gorges project ( tgps09 ) in light of the special requirement for both the quality examination and evaluation standards during the construction of the concrete of the surface outlets for flood discharge in the second construction phase of the project ; with which the quality of the construction is guaranteed to meet the quality standard of the three gorges project

    摘要在三峽二期工程泄洪表孔混凝土工程施工中，通過對部頒標準（ sdj249 - 85 ）與三峽標準（ tgps09 ）的比較研究，針對三峽混凝土單元工程質量檢測與評定標準的特定要求，進一步改進傳統的施工技術和施工工藝，確保泄洪表孔混凝土工程施工質量符合一流的三峽工程質量標準。
  7. A mathematic model is first introduced for optimizing the layout of flood - release structures in a high arch dam after an idea of the broad sense of construction costs for unit area gate is introduced, and the optimal computation of the layout of flood - release structures in xiao - wan arch dam demonstrates that this model is reasonable ; 4

    在引入了閘門廣義單位面積造價的基礎上，首次建立了高拱壩壩身泄洪建築物布置的數學優化模型，並通過對小灣拱壩壩身泄洪孔口的優化布置計算，說明所提出的數學優化模型是可用的； 4
  8. A method of classifying these structures is proposed, which is suitable for introducing a mathematic model for optimizing the layout of these structures

    對高拱壩壩身泄洪孔口，提出了適合建立數學優化模型的分類方法； 2
  9. 2. the ranges of factors about flood - release structures and flood flows are first proposed according to present technical level to introduce a mathematic model, ; 3

    根據目前高拱壩壩身泄洪的技術水平，首次提出了應用於數學優化模型中的各類孔口參數及泄流參數的取值范圍： 3
  10. Dispositions and structures design of bottom sluice conduits of the guanyinge reservoir

    觀音閣水庫底孔泄洪布置和結構設計
  11. The flow regime inside of the tunnel, the characteristics of hydrodynamic load, the hydrodynamic pressure feature at the gate slot and the vent air speed during the shutting of the gate is studied through model test, and then the reliability of the gate, the feature of the vent air speed and the pressure at the gate slot during the shutting of the gate are analyzed based on the test result concerned

    通過模型試驗研究了事故閘門關閉過程中泄洪洞內的水流流態、門體的水動力荷載特性以及門槽段動水壓力特性、通氣孔風速，並根據試驗結果分析了該閘門動水下門過程中的可靠性，通氣孔風速特性和門槽段壓力特性。
  12. Abstract : this paper summarizes a series of tests and inve stigations on general layout, const ruction diversion, flood disposal, navigation, river closure, form of gate opening s ection, pattern of energy dissipation and scouring under sluice carried out for f eilaixia proj ect by the scientific research institute of prwrc during the period from 1983 to 1998 and presents their major results

    文摘:綜合闡述了珠江水利委員會科學研究所從1983 ? 1998年間對飛來峽水利樞紐的整體布置、施工導流、泄洪、通航、截流、閘孔斷面形式、閘下消能形式、閘下沖刷等所進行的一系列試驗和研究工作，並介紹主要試驗研究成果。
  13. Abstract : for high arch dams in valleys with the characteristics of high water head, large discharge and large power, the problems of energy dissipation and scour prevention are serious. based on scientific studies, new comprehensive measures are proposed, including dispersion of discharge to waken wallop of the current, and reinforcement of riverbed to enhance the erosion - resistance. the measures can be used to solve the problem of energy dissipation properly. a typical layout scheme has been proposed in which slotted bucket with diversion teeth, double deck with pores, and cushion pool are considered practice has proved that the scheme is reliable and the effect of energy dissipation is obvious

    文摘:高拱壩泄洪消能的特點是壩高落差大，流量大，功率大，位於河谷狹窄地區，泄洪消能與防沖問題突出.經科學研究，採用「分散泄洪，削弱水流沖擊力，加固河床，增強河道抗沖能力」的綜合治理措施，較好地解決泄洪消能布置問題.提出了表孔大差動坎加分流齒、雙層多孔、水流撞擊、下設水墊塘聯合消能的典型布置方案，經實踐證明，方案可靠，消能效果好
  14. Anti abrasion and anti cavitation mensures for the bottom of flood way of fenhe no. 2 reservoir dam

    汾河二庫大壩泄洪底孔抗磨及防氣蝕措施
  15. Abrasion resistance and cavitation preventive of bottom flood - discharge outlet of fenghe second reservoir dam

    汾河二庫大壩泄洪底孔抗磨及防氣蝕措施
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