cross pipeline 中文意思是什麼
cross pipeline
解釋
穿越管線-
The proposed 1200 mm diameter cross - harbour main is to provide a new cross - harbour pipeline on the western part of the harbour to enhance supplies and maintain the reliability of cross - harbour water transfer to hong kong island
建議的直徑1200毫米跨海水管，為海港西部提供一條新的跨海管道，以增加供水量，以及為供水予香港島維持一個可靠的跨海輸水系統。 -
On 17 february 1930, after 57 days of work, engineers succeeded in connecting kowloon and hong kong island with a cross - harbour submarine pipeline. by 23 february, the connection works between the submarine pipeline and the land mains, on both sides of the harbour, were also complete
連接港九的輸水管直徑12寸，於1930年2月17日完成，由第一次將水管放入海底起計，共用了57個工作天，而連接沉管與陸地水管的工程亦在2月23日完工。 -
( 2 ) respectively by elastic theory analyses and methods of structural mechanics, transverse static analytical equations for flexible pipeline rigid pipeline are established whose outcomes are applied in numerical example to compare those with that by finite element method. ( 3 ) considering interaction of filled soil, pipeline and foundation, with an eye to non - linear soil model, in view of the initial geo - stress field and the effects of interface between soil and pipeline, and by finite element method the calculational model and method are built for transverse stress in pipeline. then, by the great finite element analytical software ansys, those outcomes are applied in calculation example of positive buried pipe to educe the distribution of circumjacent soil pressure and stresses on cross section and to compare it with that calculated by conventional ways before those outcomes are applied in engineering case of positive buried pipe with flexible filled materials to confirm distribution of soil pressures after the measure for reduction and to compare it with measurements. as a result, the model set up in this paper is proved to be applicable after all above - mentioned analyses
本文基於彈性理論和有限元原理與方法，分析了上埋式地下管道橫向力學計算方法和性狀並探討了上埋式地下管道的減荷等問題： （ 1 ）在分析現有幾種典型的管道垂直土壓力計算方法的基礎上，探討了影響垂直土壓力的主要因素以及改進的方法； （ 2 ）分別通過彈性理論分析法和結構力學的方法，建立了地下管道柔性圓環和剛性管涵的橫向靜力計算方程，並應用在算例中，把所得結果和有限元方法所得結果進行對比分析； （ 3 ）考慮填土、管道和基礎的共同作用、土體的非線性特性、初始應力場以及土體和管道的接觸面因素的影響，利用有限元的思路，建立了地下管道橫向力學有限元計算模型和方法，並且採用大型有限元分析軟體ansys ，針對上埋式管道工程算例，得出了管周土壓力以及管道橫截面應力的分佈狀況和規律，並和理論值進行對比；針對施加柔性填料的上埋式管道工程實例，得出了減荷后的土壓力分佈，並和實測值進行了對比。 -
For the real time performance need of the low speed speech compress algorithm and the asic implement of the transfer process between programs, the design is put forward in the paper, in which state registers control the cross access between operator and memory, register windows are used for the parameters transfer, and the technique of hardware controlling is used to avoid pipeline conflict, so that the main problems of the transfer process in tr600 are solved effectively
摘要針對低速率語音壓縮演算法對處理器系統實時處理復雜運算的性能要求，就程序調用過程的asic實現問題進行了對比與分析，進而提出了用層次狀態寄存器控制存取運算元對存儲體交叉訪問的方法，並結合運用寄存器窗口傳遞參數的功能，以及利用空指令硬布線處理流水線沖突的方法，有效地解決了tr600晶元中調用過程存在的主要問題。 -
Steel structure cross - sea bridge, port equipment, pipeline system, hydropower station equipment, paper making industry and other industries generally have problem of anticorrosion, out company has incomparable technical advantage, which can prevent the corrosion from happening, can proceed the coating operation under the supreme wet condition, can surpass the limit of surface treatment in the industrial protection, can provides long - term anticorrosion solution plan to various steel structures
鋼結構跨海大橋，港口設施、管路系統、水電站設備、造紙工業以及其他工業普遍存在著防腐蝕的問題，我們公司無與倫比的技術優勢，防止腐蝕的發生，可以在極端潮濕的條件下塗刷施工，可以在工業防護過程中超越表面處理的限制，為各種不同的鋼結構提供了長效防腐解決方案。 -
This paper offers a method that can avoid the incorrect or rough methods mostly accepted now, and this method considers the temperature change along pipeline, the difference of friction loss in turbulence zone and the throttle effect in cross - section of reduced pipe
針對現有的靜態模擬演算法存在的錯誤和不足，提出了一種更為精確的模擬演算法，該演算法除考慮了管道沿線的溫度變化、處于不同的紊流區摩阻損失的大小不同之外，還考慮了變徑管道在變截面處存在節流效應等問題。 -
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。 -
The completion of the first cross - harbour submarine pipeline
副水塘始建於1929年，水塘總容量達1 -
Analyses of circumjacent earth pressure distribution establish the mechanical model of basic loads about stability, strength and stiffness of pipeline while defmitude of cross section stresses has a bearing on design purposes of production and practicality
管道周邊土壓力分佈性狀的分析奠定管道穩定性、強度和剛度計算的基本荷載的力學模型，而管道本身橫截面應力的確定關繫到生產實用的設計目的。 -
The transportation of water by cross - harbour pipeline merged the territorial boundaries and resolved the problem of finding adequate fresh water supplies for the population - congested island. the pipelines made an immense contribution to the city s development
海底輸水管的建造，打破了地域的界限，解決了港島人口密集地區的食水需求，對香港城市發展的幫助，功不可沒。 -
In early 1934, the government planned to construct the second cross - harbour pipeline. the diameter of the new pipeline was 18 inches. it transferred water from the shing mun reservoir to queen s pier on the island
政府於1934年初計劃興建第二條的海底輸水管，直接將城門水塘的淡水引入港島皇后碼頭，輸水管直徑18寸，全長約5 ， 914尺，由57段長100尺的水管連接。 -
But then they did not have factories, freeways and urban settlements to cross. " he said there was " danger in the pipeline ", not all of which had yet been seen
然而，工業文明造就的工廠高速路以及不斷擴張的城市使動物能夠生活的地方越來越少，其中許多動物已經滅絕。 -
The completion of the second cross - harbour pipeline at a cost of $ 173, 000
第二條海底輸水管建成，工程費用為17 -
The concept of constructing the shing mun water supply scheme was originally formulated in 1923, and it was finally completed in 1939 when the cross - harbour pipeline from the kowloon peninsula to hong kong island was finished
城門水塘的興建計劃始於1923年，至1939年第三條連接港島的海底輸水管建成為止，共歷時16年。
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