滲漏處 的英文怎麼說

中文拼音 [shènlóuchǔ]
滲漏處 英文
leakage
  • : 動詞(液體慢慢地透過或漏出) ooze; seep
  • : Ⅰ動詞1 (從孔或縫中滴下、透出或掉出) leak; drip 2 (泄漏) divulge; disclose; leak 3 (遺漏) le...
  • : 處名詞1 (地方) place 2 (方面; 某一點) part; point 3 (機關或機關里一個部門) department; offi...
  • 滲漏 : percolation; seepage; leakage
  1. The technical route and the investigation technique of the relevant investigation, the evaluation method for karst seepage from reservoir and the treatment principle concerned are discussed herein on the basis of the hydrogeological investigation made on the karst area of the interfluve on the left bank of the reservoir for soufengying hydropower station

    本文擬以索風營水電站水庫左岸河間地塊的喀斯特水文地質勘察為實例,對有關勘察工作的技術路線、勘察技術、喀斯特水庫評價方法及理思路作相應的探討。
  2. 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 )小關子水電站攔河閘壩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理方案; ( 3 )三峽廠房7 # - 14 #壩段溫控並縫措施研究:為廠房壩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、預測預報堤防管涌破壞提供分析軟體; ( 5 )向家壩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 )溪洛渡高拱壩壩體壩基(壩肩)強度和穩定的三維靜動力隨機有限元分析及可靠度計算:為溪洛渡重大工程壩體的靜動力安全穩定性及溫控方案提供依據。
  3. Combined with hydrogeological information gained by exploration and hydrographical drilling, groundwater types and leakage ways under the water curtain corridor and air - cushioned surge chamber are found out, which provide the grouting engineering with more effective treatment

    結合水電工程勘查及水文地質鉆探獲取得的地下水文地質信息,查明了水電站水幕廊道和氣墊調壓室水的地下水類型和途徑,為調壓室的進一步灌漿理提供了依據。
  4. Boring, grouting and finally forming an impervious curtain in the rock mass with cracks, that is one of the most popular methods of the foundation seepage control at hydraulic and hydroelectric engineering

    採用鉆孔水泥灌漿封堵巖體中的縫隙而形成阻水帷幕,達到減少量和降低透壓力的目的,是水利水電工程基礎理的重要手段之一。
  5. Solutions to the problem of leakage in the rock - filled dam

    土石壩壩體的滲漏處
  6. How to choose the suitable method to resolve the leakage of water in underground concrete structure is a very difficult problem to every civil engineer, for the cracks and leakage of water in underground concrete structure is hard to be avoided

    摘要地下工程混凝土結構裂縫及水是難以避免的質量通病,如何選擇合適的水方法是每個土木工程師都需面臨的難題。
  7. In the simulation of close water test, varied profiles of velocity of flow are obtained at different leakage location along the detected pipe, the variety values of the water level in the check well are acquired with time, consequently the location of the leakage can be judged

    在閉水試驗時,通過模擬沿管道長度方向上不同水點的流速的變化,以及得出窨井出口的水位隨時間的變化值,來判斷管段中最有可能出現點的位置。
  8. With the action of the water pressure, the non - homogeneous deformation will emerge at the peripheral joint between the faceplate and the toe slab. under the circumstances of the high steep bank slope, the non - homogeneous deformation can damage the water seal and cause serious leakage

    在高陡岸坡的情況下,面板堆石壩受水壓力的作用,周邊縫的面板與趾板間要產生一定的不均勻變形,甚至使止水破壞,造成嚴重
  9. Some results are as follows : the highest concentration of nh 4 + - n in leachate is closely related with urea quantity applied at 20cm depth, but not different significantly related at 60cm and 120cm depth

    其試驗結果如下:在不同尿素施用量情況下,各理中20cm液中nh _ 4 ~ + - n最高濃度值與施肥量密切相關,但60cm和120cm液中nh _ 4 ~ + - n濃度與施肥量關系不大。
  10. A large of reservoirs had been built in our country in 50th ~ 70th last century, because of the condition at that time, some dam foundation had insufficient permeating control steps

    上世紀50 70年代我國興建了一大批水庫工程,鑒于當時條件限制,不少工程對壩基防理措施不足,造成較嚴重的壩基問題。
  11. The system differentiates between background losses at joints and fittings and larger scale bursts, and enables operators to quickly localize leaks, deploy maintenance teams, track maintenance status, and access essential zone criteria and data by remote

    該系統可以區分在管道連接和更大規模的爆裂之間的損失,使得操作員迅速定位地點,組成維修隊,跟蹤維修情況,以及遠程訪問基本的地域標準和數據。
  12. The solution is based on abb ' s award - winning system 800xa automation platform and includes the wlms and power generation information management ( pgim ) software, the expansion of an existing abb scada system with 800xa and ac800m controllers, magmaster electromagnetic flow meters, and ctu800 - cpe remote terminal units

    該系統可以區分在管道連接和更大規模的爆裂之間的損失,使得操作員迅速定位地點,組成維修隊,跟蹤維修情況,以及遠程訪問基本的地域標準和數據。
  13. This mesh belt, firmly composed with great tensile strength, can block the seepage of small articles, applying to petroleum chemical fiber, heat treatment, food industry etc. the edge can be added a block slice, weld directly or runed - up directly

    此網帶可擋住較小物件的,組合牢固,抗拉強度大,廣泛應用於石油化纖、熱理、食品工業等行業,邊緣可加擋片,直接焊接或直接翻邊。
  14. During the construction of concrete cut - off wall of the auxiliary dam in huangbizhuang reservoir, in the section with complex geographical condition, especially the closure section of concrete cut - off wall ( about 120m ), the deterioration of the underground water ' s flow state and the existence of the overseep channel in the stratum result in the several collapses in the dam crest. through the analysis of ever } 1 collapse ' s reason, the proposal of handling measure and its effect, the paper expounds and proves that the cut - off wall can be safely constructed and devoted into normal usage after dealing with collapse. the psper improves the construction technique and method of concrete cut - off wall especially under complex geological condition and in the overseep stratum

    本文通過對歷次塌坑的原因分析及歷次塌坑理措施的提出和對歷次塌坑理效果的分析,論證了塌坑理後防墻能安全施工和投入正常運用;完善了在復雜地質條件及強地層混凝土防墻的施工工藝和施工方法;提出了對病險水庫加固及在地質條件復雜地層中修建混凝土防墻的施工要點;同時提出了在強地層修建防墻的關鍵是在防墻施工前通過預注漿封閉強通道的重要論點;對塌坑一些理措施中的不足之亦進行了分析研究,供國內類似工程借鑒。
  15. The am fungus could obtain adequate carbon resources for itself, thus ensuring normal growth and metabolic activit y owing to the efflux of carbohydrate from the plasma membrane of the host root cortical cells to the interface of the symbiosis. thirdly, the structure and composition of the root cortex cellular plasma membrane kept good integrity and the leakage of carbohydrate maintained at low level when the plant obtained enough p and metabolizes normally. although enough carbohydrate was synthesized by plant, the am fungi could not obtain enough energy, resulting in inhibition of growth of the extraradical hyphae and decreased metabolic activity of the am fungi

    由此,我們認為植物磷營養狀況調控菌根真菌生長和代謝活性的機制是:當植物于嚴重缺磷脅迫時,不能合成足夠的碳水化合物供給自身生長的需要,也不能向真菌提供額外的碳水化合物,因而菌根真菌生長受阻,代謝活性較低;當植物中度缺磷時,根皮層細胞質膜的組成和結構不完整,通透性大,碳水化合物通過質膜向外的量大,菌根真菌因而獲得充足的碳源,保證真菌正常的生長和旺盛的代謝;當植物獲得足夠的磷而使體內磷營養代謝正常時,其細胞質膜組成和結構完整,碳水化合物的量保持在較低的水平,盡管此時植物合成了足夠的碳水化合物,但菌根真菌仍不能獲得足夠的能量,導致真菌生長受阻和代謝活性降低。
  16. Approach to analying and handling seepage from crevice between concrete and tube - shape steel stand at generating units in feilaixia power plant

    飛來峽水電廠機組管型殼鋼結構與砼面之間分析與
  17. Leak treatment of self - stick membrane waterproof layer

    自粘卷材防水層理實例
  18. ( 2 ) carry out a comprehensive research on their technological characteristics and suitabi 1 ity in dealing wi th the xiacouba reservoir project, the details are as follows : cd in connection with grievous seepage problem and slope stability problem of the foundation overburden and the dam itself, there are two positive plans for dealing the seepage and three for upstream slope stabi 1 ity

    具體內容如下:針對下口壩水庫壩體、壩基覆蓋層嚴重,上游壩坡穩定性差,多次滑坡特點,大壩防理擬定了二種理方案,上游壩坡加固擬定了三種理方案,從技術可靠、工期短、造價省、施工條件等方面進行評價。
  19. 15 raw sludge, no matter from primary or secondary settling, will not drain well on sand beds and will usually have an obnoxious odour

    生的(未經理的)泥漿,無論是來源於初次或者二次的沉澱,都不會很好的在沙床上而且會散發難聞的氣味。
  20. Analysis and disposal of seeping of sluice chamber amp; foundation

    閘室及基礎成因分析與
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