main dam 中文意思是什麼
main dam
解釋
主壩-
Fluid noise mainly comes from out put pulsation of rate of flow, the main reason of out put pulsation of rate of flow is the instant high pressure return flow that obturation cubage produced when the big round curve pressure transition. the v trough on the port plate can reduce the fluid noise. in this paper, the author based on the acting of dam a river and condensability of liquid and used matlab language as tool to calculate the v trough on the original port plate and drew out the p - t diagrammatic curve and analyzed its shortcoming and improved the design of original v trough and got that the best size of its angle was 12. 3 and its length was 5mm and the cross section was an equilateral triangle
流體噪聲主要來源於輸出流量脈動，造成輸出流量脈動的主要原因是閉死容積在大圓弧段壓力切換時產生的瞬時高壓迴流，在配流盤上開設v型尖槽可降低因高壓迴流而引起的流體噪聲，本文以截流作用和液體的可壓縮性為理論依據，以matlab語言為工具，對原配流盤上的v型尖槽進行了理論計算，繪制出p - t圖線，分析了它的不足，並對原有v型尖槽進行了優化設計，得出了v型尖槽的最佳幾何尺寸：配流盤平面上的v型尖槽的兩邊的夾角為12 . 3 ，槽長5mm ，槽的橫截面為等邊三角形。 -
The studying on the mechanism of beiyin main channel gliding slope heilongjiang beiyin project lies in the west of heilongjiang which lies the center of nenjiang. geographical location is east longitude 124 - 126 ? and north latitude 46 - 48 ?. aims of the project are providing water to petrol and chemical industry of daqing and living water. at the same time it is also a big comprehensive conducting water project without dam which resolves 24 irrigation regions of beiyin using water along beiyin
黑龍江省北部引嫩工程位於黑龍江省西部，地處嫩江中游左岸的松嫩平原腹地，地理位置在東經126度128度，北緯46度48度之間。該工程以滿足大慶石油和化工生活用水為主，同時解決沿途24個分灌渠用水的綜合性大型無壩引水工程。 -
Analysis on river bed evolution of dam area from the main river closure to open diversion channel closure of tgp
三峽工程大江及明渠截流期間壩區河演分析 -
This research will try to resolve the distribution and controlling factors of gas layers by the study of division of substrata in bawu gas field. the main reservoir of bawu gas field are the sand layers in the formation of k1sh, k1y, k1d, k2q, sediment delta plane, delta frontier, plait delta developing distributary riverway sand, bayou sand dam, far sand dam and river sand of plait
八屋氣田主要儲層為早白堊世的沙河子組（ k _ 1sh ） 、營城組（ k _ 1y ） 、登婁庫組（ k _ 1d ）及晚白堊世的泉頭組（ k _ 2q ） ，為三角洲平原、三角洲前緣及辮狀河三角洲沉積體系，發育分流河道砂、河口砂壩、遠砂壩、辮狀河道砂等，砂層在平面上連通性差。 -
( 3 ) ensemble character of structural planes as follows : in left dam abutment, meta basalt schistosity is main, and the structure is clockwise. low dip angle jointing did n ' t develop in rock mass ; in right dam abutment, rupture and jointing structural plane is main, and the structure is reversed. the structure was of obvious macroscopical slaty character
（ 3 ）通過對上述結構面的分析，得出其總體特徵為：左壩肩以變玄武巖片理為主體，呈順向結構，巖體內緩傾角節理極不發育；右壩肩主要為斷裂及節理型結構面，呈反向結構，且具有明顯的宏觀板狀結構特徵，並發育有一定厚度的構造軟巖帶。 -
Abstract : the control methods of tailing dam of wulongquan mine were introduced, some new techniques as recovery and utilization of the wash - or e tailings of limestones and dolomites, and draining seepage and solidification technology by radial well to reinforce the main dam were described in detail
文摘:介紹了烏龍泉礦尾礦庫治理的具體方法，詳細地闡述了回收利用石灰石、白雲石洗礦尾礦的回收利用和採用輻射井排滲固結技術加固主壩等新工藝。 -
The second stage of the uprating engineering works were implemented after the signing of the agreement in august 1979 endorsing the planning report for the second stage extension of the dongshen water supply system. the main works were to extend the pumping facilities at matan, tongxia, zhutang, shaling, shanpu and yantian, and to increase the height of the main dam of shenzhen reservoir by 1 metre. the new works included the construction of a new pumping station - the dongjiang pumping station at the intake point at the riverbank of dongjiang to increase the volume of supply
第二期工程於1979年8月簽訂《東江深圳供水工程第二期擴建規劃報告》協議后進行，主要是再擴大原工程在馬灘、塘廈、竹塘、沙嶺、上埔及雁田的抽水站，加高深圳水庫主壩1米，新建的工程則包括于新開河口興建東江抽水站，提高供水數量。 -
This article discussed the application of shear stress pairing method to evaluation dam base vibration liquefaction of earth - fill dam according to the problem that the sand and gravel layer of main dam base could be liquefied in the condition of seismic intensity grade vll in the design of nierji hydro project
本文結合尼爾基水利樞紐工程設計中主壩壩基砂礫石層（ < 5mm含量> 30 =在地震裂度級工況下可能發生液化的問題，探討了用剪應力對比法在評價土壩壩基震動液化中的應用。 -
The construction of phase iii started in september 1935 and was completed in 1939, when the third cross - harbour pipeline had been laid. this phase included the laying of twin cross - harbour pipelines that connected kowloon and hong kong island, the building of the tunnel and pumping station, the heightening of the main dam from 115 ft. to 275 ft. and the construction of an auxiliary dam, named the pineapple pass dam
第三期工程於1935年9月展開，至1939年第三條海底輸水管建成后才告完工，主要工程包括兩條連接九龍至香港的海底輸水管、連接水塘與供水網路的輸水隧道、抽水機、主壩由115尺加高至275尺，以及興建82尺高的菠蘿凹副壩。 -
It has much more advantages in the wet seasons. the main dam is the rolled asphalt rock - fill with the concrete core in nierji project
尼爾基水利樞紐工程主壩防滲型式採用碾壓式瀝青混凝土心墻壩。 -
During the construction of the dam for dalong water control project, the anti - seepage earth materials for the main dam filling are from three borrow areas in the original design
摘要在大隆水利樞紐大壩施工中，原設計主壩防滲土來源為卡巴、壩上、叢毛三大料場。 -
The seepage analysis and safety accessment of the main dam of sanba reservoir
三八水庫主壩滲流分析及安全評價 -
While walking along fuk hang tsuen road at about 4 pm, a 14 - year - old boy found a baby body floating on the surface of the buffer area below the reservoir main dam and he made a report to police
當日下午約四時，一名十四歲男童在該水塘主壩下的緩沖區發現一具嬰兒屍體浮在水面，他於是報警。 -
At about 10. 15 am on september 13, a male body was found drifting in hok tau reservoir near the main dam. police initial examinations on the body revealed that there was no suspicious element surrounding his death but no identity card could be found
九月十三日上午約十時十五分，警方在鶴藪水塘水壩附近發現一具男性浮屍，經檢驗后證實死因無可疑，但死者身上並沒有任何身份證明文件。 -
When completed the concrete dam was 150 ft. high and was the most magnificent of its kind in hong kong. aside from the main dam, there were three subsidiary dams, 37 kms of catchwaters, a water treatment works in tsuen wan and service reservoirs in lai chi kok, ma tau wei, diamond hill and ngau tau kok
除主壩外，還包括了三條副壩、長37公里的引水道、配合水塘供水的荃灣濾水廠，以及荔枝角、馬頭圍、鉆石山、牛頭角等配水庫，集水區廣達2 ， 000畝。 -
The design of the downstream water supply during the construction of yunlong reservoir is presented, in which the problem from the downstream water supply during the construction period of the flood discharge tunnel, the main dam, the initial impoundment of the reservoir and the locking - up of the diversion tunnel is solved satisfactorily with simple construction method, and then the water supply is guaranteed with better social and economic benefit
摘要著重介紹雲龍水庫施工期下游供水設計，根據工程特點，較好地解決泄洪導流隧洞施工期、大壩施工期、水庫蓄水、導流隧洞封堵施工期等下游供水問題，施工方法簡單，確保了下游供水，取得了較好的社會和經濟效益。 -
The result shows that the profile of the main dam and the second dam and all the impervious rock fill material have no problem. the total seepage volume is 3. 9092x106m3 per year. it occupies 0. 037 % of the average inflow of the reservoir, which is acceptable from the point of view of the water resources utilization
分析結果：確定採用的主、副壩壩剖面及各種築壩料在滲透穩定性方面均無問題；全壩滲漏總量為390 . 92萬m ~ 3年，佔多年平均入庫水量的0 . 037 ，從水資源利用的角度是可以接受的。 -
After the investigation and study of this extruded concrete curb solution overseas, shaanxi provincial bureau of water & electric engineering ( group ) co., ltd. ( spb ) devoted to the research of this new construction method, invented bjy - 40 extrusion curb placing machine, made comprehensive experiments on heihe dam site, and got valuable results, adopted this method in gongboxia hpp main dam construction
在對國外邊墻施工法進行細致調研后，從2001年開始，陜工局率先對這一技術進行研究，研製了bjy - 40型邊墻擠壓機，在黑河工地進行了現場擠壓混凝土邊墻和墊層料鋪填碾壓的綜合試驗，取得了具有參考價值的第一手資料，並在公伯峽水電站面板壩工程中創新採用了這一技術。 -
By adopting the three - dimensional nonlinear finite element program, using drucker e - b model, demonstrating the actual construction progress and water impounding of gongboxia hpp main dam, comparing the two schemes of the existence and nonexistence of extruded concrete curb, made three - dimension simulation calculation, the result proved that while the existence of extruded concrete curb between face slab and rockfill, the deformation and stress of face slab are better than that while the nonexistence of extruded concrete curb
採用三維非線性有限元計算程序，使用鄧肯e b模型，模擬公伯峽面板壩的實際施工進度、蓄水過程，對比有無擠壓邊墻兩種方案，進行三維模擬計算。結果表明，面板與堆石體之間有擠壓邊墻時，其面板的變形及應力值均小於無擠壓邊墻的相應結果。 -
In the end, the main dam of huangbi - zhuang reservoir is analyzed with the program built in this paper and some reasonable conclusions are drawn about it. there are also some availability suggestions proposed to estimating and inspecting the earth dams and the problems that to be further studied are presented
由此得出結論，用有限元的方法分析均質土壩的滲流、評估已建的水工建築物，具有方便、快捷的優點，同時所得結果的可信度高，是一種可行的方案，最後，提出了一些關于土壩評估方面的建議和有待解決的問題。
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