壩閘 的英文怎麼說

中文拼音 [zhá]
壩閘 英文
dike lock
  • : 名詞1 (攔水建築物) dam2 (固堤建築物) dyke; embankment 3 [方言] (沙灘; 沙洲) sandbar; sandba...
  • : anchor gate
  1. The old aswan dam was a barrage.

    老的阿斯旺是一個攔河
  2. Qualitatively similar results were obtained by ahmad (1953b)in a model study of a river barrage or weir.

    阿赫麥德(1953b)在河道的模型研究中得到了定性的相同結果。
  3. The dark flat wilderness beyond the churchyard was intersected with dykes and mounds and gates.

    墓地對面那一大片黑壓壓的荒地就是沼地,沼地上堤縱橫,橫一個土墩,豎一道水
  4. A fracture dynamics analysis is given to an accident on a gudgeon link of the miter gate of a dam

    摘要對某水人字門拉桿斷裂事故進行斷裂動力學的定性與定量分析。
  5. So as the enter point of the stream, the income of the reservoir, the time of the flood peak lasted, the quantity of sandiness income and the strobe of the darn. we must do some work to forecast and watch the different density stream. by experiments, we made out that it is impo rtant for us to reduce the water lever in work of the river belongs lots of sandiness

    從異重流試驗看,在正常運用下,水庫產生泥沙異重流的機率較大,能否運動到前排出庫外,還要看異重流潛入點位置、入庫流量、洪峰歷時、入庫含沙量、水庫門運用等因素,需要做好異重流預報監測工作。
  6. Article 37 no unit and individual may damage, occupy or destroy flood control works such as dams, embankments, sluices, bank revetments, pumping stations and drainage systems, hydrological and communications facilities and standby apparatuses and materials for flood control

    第三十七條任何單位和個人不得破壞、侵佔、毀損水庫大、堤防、水、護岸、抽水站、排水渠系等防洪工程和水文、通信設施以及防汛備用的器材、物料等。
  7. " 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: 「如果我們不開泄水,那庫區的水就會溢出大造成更嚴重的損失。 」
  8. 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藏族羌族自治州汶川縣境內的岷江河段上,電站為低引水式開發。正常蓄水位1268 . 0m ,最大高31m ,庫容297 . 4萬m ~ 3 ,引水隧洞長19 . 57km ,裝機360mw 。福堂水電站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。
  9. With the further economic growth and the implement of development of the western regions, hydroelectric construction in our country is undergoing rapid growth, anumber of high - dam power - station is in building or in programming. in view of its higher - head and larger magnitude of spill structure outlet, it is difficult for conventional concrete or reinforced concrete structure of pier and pier room to support its vast water pressure. coupled with the improvement of prestressed method, it has been the noteworthy tool in solving the problem

    隨著我國經濟的加速發展及西部大開發戰略的實施,我國水電事業也迎來了迅猛發展的大好時機,一批高水電站正在建設或規劃之中,其泄水建築物孔口及水頭愈來愈大,常規混凝土或鋼筋混凝土墩結構難以承受如此之大的水推力作用,隨著預應力技術的成熟,這一技術已成為解決該問題的關鍵技術措施之一。
  10. Weir with lifting gates

    具有提升式門的
  11. Dam with lifting gates

    具有提升式門的
  12. Study on repair technique of sluice and dam destroyed by flood

    水毀攔河修復修補技術研究
  13. Discussion of the dam design and management from the danger occurring in jimei sluice

    從積美攔河出險談工程的設計與管理
  14. And from the end of the reservoir, a 3 - mile long aqueduct would gravitate water to the shenzhen reservoir. from the reservoir, water further gravitates to hong kong. the dongshen water supply scheme started at the qiutou (

    東深工程運河起自廣東省東莞市橋頭縣,流經司馬、旗嶺、馬灘、塘廈、竹塘、沙嶺、上埔、雁田及深圳等地,全長83公里,主要建設包括6座攔河和八級抽水站。
  15. Reliability assessment of xi - luo - du underground water - power plant : the results have been used by the cheng - du surveying, design and research institute for the preliminary design ; ( 2 ) the stress and strain analysis for the xiao - guan - zi sluice and its foundation : the report has been applied for the reinforcement of the foundation ; ( 3 ) the thermal control procedure for the no. 7 - 14 power plant dam segments of the three gorge project : the research report provides the effective and efficient methods for the controlling of the temperature field in the mass concrete structure ; ( 4 ) the software system development for the long - term monitoring for dikes : the software can automatically give the results of the seepage field and the probability of soil piping of dikes and underground ; ( 5 ) reliability assessment of xiang - jia - ba underground water - power plant : the results have been used by the zhong - nan surveying, design and research institute for the preliminary design ; ( 6 ) fatigue reliability estimation of shipping berthing pillar : the results give the optimized design scheme and prediction of the structural age ; ( 7 ) 3 - d static and dynamic stochastic finite element analysis for the strength, stability and thermal control problem for xi - luo - du project

    溪洛渡水電站超大型地下洞室群圍巖穩定的安全可靠性分析:被成都勘測設計研究院應用於比選報告及可行性論證中; ( 2 )小關子水電站攔河及地基的應力應變分析:被成都勘測設計研究院應用於地基加固處理方案; ( 3 )三峽廠房7 # - 14 #段溫控並縫措施研究:為廠房段並縫方案的可行性提供了依據; ( 4 )堤防工程體系的長期監控預報預警決策系統開發:為監控、預測預報堤防滲漏管涌破壞提供分析軟體; ( 5 )向家地下洞室群圍巖穩定的安全可靠性分析:被中南勘測設計研究院應用於初步設計方案中; ( 6 )靠船墩的疲勞可靠度研究:為廣東航運規劃設計院的靠船墩優化設計和加固提供依據; ( 7 )溪洛渡高拱基(肩)強度和穩定的三維靜動力隨機有限元分析及可靠度計算:為溪洛渡重大工程體的靜動力安全穩定性及溫控方案提供依據。
  16. Reinnovation of erjiang discharging sluice automatic monitoring system at gezhouba project

    葛洲二江泄水自動監測系統更新改造
  17. Other factors that may affect dam selection are roadways, fishway, locks, and log passages.

    其他影響選的因素有道路,魚道,船和筏道等。
  18. In the construction period, the shiplocks are managed through the method of being entrusted to three gorges navigation administration of communication ministry by the proprietor of water conservancy project ( i. e. three gorges development company ), by which the project ' s construction smoothness and gezhouba dam ' s and three gorges dam ' s navigation

    三峽水利樞紐施工期船管理採取的是由業主(三峽開發總公司)委託交通部所屬長江三峽通航管理局管理的方式,該方式保障了三峽工程施工順利和葛洲、三峽航運暢通,但畢竟是工程施工期的過渡辦法,工程完工後必須建立武漢理工大學工程碩士學位論文新的船管理體制。
  19. Finite element analysis of body structure of throttle valve based on ansys

    結構的三維有限元靜力分析
  20. Qualitatively similar results were obtained by ahmad ( 1953b ) in a model study of a river barrage or weir

    阿赫麥德( 1953b )在河道的模型研究中得到了定性的相同結果。
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