滲漏通道 的英文怎麼說

中文拼音 [shènlóutōngdào]
滲漏通道 英文
leak path
  • : 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...
  • : 通量詞(用於動作)
  • : Ⅰ名詞(道路) road; way; route; path 2 (水流通過的途徑) channel; course 3 (方向; 方法; 道理) ...
  • 滲漏 : percolation; seepage; leakage
  • 通道 : thoroughfare; passageway; pass; enterclose; gallery; drong; tunnel; avenue; alure; way; row; key ...
  1. The chemical grouting technique is widely applied in many kinds of engineerings, such as hydropower, tunnel, subway, mineral mountain, coal, transportation. . etc. the technique has characteristics of fleetness, economy, special and dependable etc. and develop its original effect well in civil engineering of waterproofing process, treatment to leakage, structural reinforcement

    化學灌漿技術在水電、隧、地鐵、礦山、煤炭、交等各個領域有很廣泛的應用。具有快速、經濟、獨特、可靠等特點,在土木工程的防、堵、補強、加固中充分發揮其獨到的效用。
  2. The characteristics of temperature distribution in vertical and horizontal directions and the conductance distribution in horizontal direction in an earth dam were analyzed, and the locations, distribution characteristics, ranges, and leakage rate of main leakage passages of the dam were calculated by use of the virtual heat - source method presented in this paper, the result of study provides a scientific basis for dam leakage control

    分析某貯灰場土壩垂向和水平溫度分佈特徵、電導水平分佈特徵,並利用探測虛擬熱源法模型,計算出該土壩的集中滲漏通道的空間位置、展布特點、范圍大小和強度,為堤壩治理提供科學依據。
  3. 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,過模擬沿管長度方向上不同水點的流速的變化,以及得出窨井出口處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。
  4. The detection of hidden dangers in jinjiang reservoir dam with ground penetrating radar shows that the major hidden dangers of the dam are the karst caves in the dam basement rocks and the soil caves which were formed in the residual sola and talus sola by percolating channels such as faults and fissures

    摘要在金江水庫壩體隱患探測中,使用地質雷達發現壩體的主要隱患來自壩體基巖的溶洞和因斷裂、裂隙等滲漏通道在殘坡積土層中所成的土洞。
  5. Make sure drains and pipes do not leak or aren t blocked

    保持渠管暢及沒有,切勿擅自將渠管改
  6. Make sure drains and pipes are free from blockage and leakage. do not alter them without prior authorization

    保持渠管暢及沒有,切勿擅自將渠管改
  7. Water leakage from the reservoirs mainly follows the passage, which is formed by connection of the fracture structure outward extending with the strongly weathered zone

    庫水外主要沿往庫外的斷裂構造與強風化帶連形成的滲漏通道
  8. 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

    本文過對歷次塌坑的原因分析及歷次塌坑處理措施的提出和對歷次塌坑處理效果的分析,論證了塌坑處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過預注漿封閉強滲漏通道的重要論點;對塌坑一些處理措施中的不足之處亦進行了分析研究,供國內類似工程借鑒。
  9. The waterproof layer and partial structures of composite linings were simulated by single and double shell concrete test slabs, and the seepage water pressure was applied to the slabs with the manual pump

    過單層、雙層混凝土試驗板對防水層及隧襯砌的局部結構進行了模擬,並過手動泵進行水壓加載。
  10. We have further knowledge in the leakage rule according to the numerical simulation on close water test and close gas test of pipes with free - surface, which will provide useful reference for close water test and close gas test of pipes with free - surface in the future

    本文利過對無壓管閉氣和閉水試驗的數值模擬,對閉氣和閉水試驗時的規律有了進一步的認識,為今後無壓管的閉水和閉氣試驗提供一定的參考。
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