gate dam 中文意思是什麼

gate dam 解釋
閘壩
  • gate : n 1 大門,扉,籬笆門,門扇。2 閘門;城門;洞門;隘口,峽道。3 【冶金】澆注道,澆口,切口;【無線...
  • dam : n 1 水閘,壩,堰。2 壩中的水。3 【礦物】坑道堰。4 (牙科用的)橡皮障。5 〈比喻〉障礙。vt 1 築水閘...
  1. A fracture dynamics analysis is given to an accident on a gudgeon link of the miter gate of a dam

    摘要對某水壩船閘人字門拉桿斷裂事故進行斷裂動力學的定性與定量分析。
  2. Three - dimensional finite element static analysis of gate - dam structure

    水口船閘二閘室結構可靠度分析
  3. " if we hadn ' t opened the discharge gate, the dam might have overflowed and the losses would have been much more serious, " he added

    他還說: 「如果我們不開閘泄水,那庫區的水就會溢出大壩造成更嚴重的損失。 」
  4. The power station is diversion type power station of low gate dam with a normal storage level of 1268. 0 m, a highest gate dam level of 31 meters and a reservoir capacity of 2, 974, 000 cubic meters, the length of diversion tunnel of which is 19. 57 kilometers, installed capacity is 360mw futang power station is constructed on the basis of deep and thick overburden, the foundation of which mainly consist of five overburdens which, in general, belong to multiple, complex foundation

    福堂水電站位於四川省阿壩藏族羌族自治州汶川縣境內的岷江河段上,電站為低閘引水式開發。正常蓄水位1268 . 0m ,最大閘高31m ,庫容297 . 4萬m ~ 3 ,引水隧洞長19 . 57km ,裝機360mw 。福堂水電站閘壩建於深厚覆蓋層基礎上,基礎主要存在五大覆蓋層,總體屬于多層復雜地基。
  5. Where any existing dam or sluice gate hinders navigation, the people ' s government at or above the county level shall order the original construction unit to take remedial measures within a prescribed time limit

    現有的礙航閘壩,由縣級以上人民政府責成原建設單位在規定的期限內採取補救措施。
  6. Article 19 : building of dam, sluice gate, bridge, wharf and other structures blocking, crossing or bordering a river channel ; laying pipelines or cables across a river, must comply with state - specified standards for flood control and navigation as well as other related technical requirements

    第十九條修建閘壩、橋梁、碼頭和其他攔河、跨河、臨河建築物,鋪設跨河管道、電纜,必須符合國家規定的防洪標準、通航標準和其他有關的技術要求。
  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. 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消能防沖試驗研究成果,對低壩樞紐寬尾墩的水流特點、摻氣特性、寬尾墩對大壩泄流能力和壩面壓力的影響以及寬尾墩的消能效果等問題進行了初步探討,提出了合理地使用寬尾墩結合輔助消能設施可有效地解決壩下覆蓋層深,地質條件差,抗沖能力弱的低壩樞紐的消能防沖問題,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消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
  9. In case a non - navigable stream or man - made waterway becomes navigable after a dam or sluice gate structure is built, the construction unit shall simultaneously build ship passage facilities or reserve sites for such facilities, and the expenses needed thereby incurred shall be borne by the communication departments concerned, unless there are other state - provisions applicable

    在不通航的河流或者人工水道上修建閘壩后可以通航的,閘壩建設單位應當同時修建過船設施或者預留過船設施位置,所需費用除國家另有規定外,由交通部門負擔。
  10. According to the structure layout of futang power station design, geological parameters and calculation results of seepage, the stability and stress of gate chamber and retaining dam are calculated, the security index and stress of anti - slide can can meet the requirement of criterion

    根據福堂電站工程設計的結構布置情況、地質參數及滲流計算成果,對閘室和擋水壩穩定、應力進行了計算,其抗滑穩定安全系數及應力標準均滿足規范的要求。
  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消能防沖試驗研究成果,對低壩樞紐寬尾墩的水流特點、摻氣特性、寬尾墩對大壩泄流能力和壩面壓力的影響以及寬尾墩的消能效果等問題進行了初步探討,提出了合理地使用寬尾墩結合輔助消能設施可有效地解決壩下覆蓋層深,地質條件差,抗沖能力弱的低壩樞紐的消能防沖問題,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消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. This article is part of the study of national item which is important part of high arch - dam earthquake protection. in the result of studying the effect to earthquake, the article analysis dam - stress at diference earthquake wave, to procure design parameter on the gate & pier areas

    本課題是「九?五」國家重點科技公關項目中有關高拱壩抗震分析的組成部分,是在有關研究成果的基礎上,對已確定的壩型及其壩體及附屬物(閘墩、孔口)進行動力分析,確定有關設計參數,同時也是對以往研究成果的校核。
  13. On the basis of comparison of different plan, calculation results of seepage of dam foundation and the calculation results of gate dam foundation settlement value and the integrated analysis of the calculation results of load supporting capacity, with additional reference to other project, the resolutions to the anti - seepage, anti - liquefaction and uneven sedimentation of foundation were put forward

    基於基礎處理各種方案的比較、閘壩基礎滲流的i }算結果、閘壩基礎沉降量的i一1算結果以及承載能力計算結果的綜合分析,參考借鑒其它_二程的成果和計算分析成果,提出了綜合解決閘壩基礎防滲、抗液化和不均勻沉降等問題的處理方案,該方案在各種組合工況下主要建築物的穩定、應力均能滿足規程規范要求。
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