水庫滲漏 的英文怎麼說

中文拼音 [shuǐkùshènlóu]
水庫滲漏 英文
reservoir leakage
  • 水 : 名詞1 （由兩個氫原子和一個氧原子結合而成的液體） water 2 （河流） river 3 （指江、河、湖、海、洋...
  • 滲 : 動詞（液體慢慢地透過或漏出） ooze; seep
  • 漏 : 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...
  • 水庫 : reservoir水庫岸防護林 reservoir bank protection forest; 水庫測量 reservoir survery; 水庫出流量 ou...
  • 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、喀斯特水庫滲漏評價方法及處理思路作相應的探討。
  2. Combing the linear seepage model with hydrogeology in the region of zhong - liang reservior, the analysis of the problem of positive and negative is emphasized. make use of with some observing information of boreholes in this region, adverse seeking the hydrogeology of the reservoir in the region with finite element method, the leakage quatity of karst water in the region of reservoir is forecasted.

    線性滲流模型結合了中梁水庫庫區水文地質條件，重點進行正反問題的計算分析，利用研究區若干觀測孔資料，採用有限單元法反演庫區的水文地質參數，並預測了庫區巖溶水滲漏量。
  3. At the stage of comparison of drafts, according to the fact of water resources in laiwu city, and the case of the water replenished together with used in qiaodian reservoir, it analyses that the water level heightened is necessary and feasible. it sums up an easy, rational and facile means that can be generalized in water design units at grass roots, according to choosing a best scheme by fuzzy comprehensive judgement. in the course of designing engineering, it has obtained the results such as the seepage of dam bottom, verifying the safety of dams, and the design of reinforcement, so that it ensures the safety on the engineering, and achieves the aims of prospective

    在方案論證階段，根據萊蕪市水資源狀況及喬店水庫來水用水情況，分析了抬高興利水位的必要性和可行性，採用模糊數學綜合評判的方法，總結探討出一種簡單合理，易於操作，在基層水利設計單位具有一定推廣價值的方案優選辦法；在工程設計中，主要對大壩壩基滲漏，大壩安全校核及加固設計進行了計算，並對大壩加固設計進行模糊優選，保證了工程安全，達到了預期的目的。
  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. On the basis of anatomizing the condition of hydrogeology with zhongliang water resources and power engineering, combined with the data analysis of flux with surface water, aquatic chemistry, and experiment of tracing, the condition of karst leakage in the region of reservoir is educed. the concept of reservoir leakage with these information is put forward, the leakage quantity of karst water in the region of reservoir with the method of water equilibrium is applied

    在仔細分析中梁水利水電工程庫區水文地質條件的基礎上，結合地表水測流資料、水化學分析資料及示蹤連通試驗資料，得出水庫區巖溶滲漏條件，並在此基礎上提出水庫滲漏概念模型，採用水均衡法計算出庫區的巖溶水滲漏量。
  6. 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，不少工程對壩基防滲處理措施不足，造成較嚴重的壩基滲漏問題。
  7. In the three models of calculating the leakage quantity of karst water, on account of the linear and non - linear seepage model are accord with the movement of darcy flow and non - darcy flow coexists with the practical instances in zhong - liang reseviour, so the calculation result of leakage quantity of karst groundwater with this model is more reasonable

    在上述三種計算庫區巖溶水滲漏量的模型中，由於線性?非線性滲流模型同時考慮了與中梁水庫區實際情況相符合的達西流和非達西流區域並存的地下水運動，因此，利用該模型計算出的庫區巖溶水滲漏量更合理。
  8. Considering the seepage of linear and the seepage of non - linear in the karst area are always coexisting, the model of linear seepage and non - linear seepage is put forward firstly on the basis of domain decomposition method. the movement of groundwater in an ideal model is simulated with this method, and the program of dar - nondar. for is compiled. then these results are applied to zhongliang water resources and power engineering, the leakage quantity of karst water is calculated

    考慮到巖溶區滲流往往都是線性流與非線性流並存，首次提出了基於區域分解法理論的線性?非線性滲流模型，利用該方法模擬出理想模型中的水流運動，並編制了計算程序dar - nondar . for ，然後將該成果應用於中梁水利水電工程中，預測出庫區巖溶水滲漏量。
  9. By analyzing relevant data of 1980 - 2004, we have gotten the inflow and outflow water distribution of the two reservoirs, and calculated evaporation and seepage quantity

    通過分析1980 - 2004年資料，得出兩水庫的入庫水量來源和出庫水量分配情況，同時根據水庫蓄變量推求兩水庫的蒸發、滲漏損失量。
  10. Seepage inspection underwater and repair for upstream gate shaft in wanyao reservoir

    碗窖水庫上游壩面閘門井水下滲漏檢查和防滲施工
  11. Using the calibrated model, the effect of diversified factors in the variation of groundwater is analyzed. the result shows that, the change of groundwater level has close relation with the rainfall. in the meanwhile, with the built of rubber dam, it is also been one of an important supply source of the groundwater storage

    模擬結果表明，地下水位的變化與當地降雨量的大小及時程分配，地下水開采量的大小及時程分配和河流來水情況密切相關，其中，降雨入滲、河流滲漏對地下水補給起到決定性作用，同時，隨著橡膠壩的修建，也使其成為地下水庫的一個重要補給來源。
  12. 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

    庫水外滲主要沿通往庫外的斷裂構造與強風化帶連通形成的滲漏通道滲漏。
  13. 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滲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滲漏地層混凝土防滲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滲墻的施工要點；同時提出了在強滲漏地層修建防滲墻的關鍵是在防滲墻施工前通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。
  14. By analyzing and studying yujiaquan tail dam of luzhong mining group example, the failure, groundwater seepage arid dust nuisance of tail dam are studied

    摘要通過分析研究魯中冶金礦業集團的御駕泉尾礦序實例，對尾礦壩的破壞，尾礦庫地下水滲漏和細粗尾礦庫揚塵三個方面進行了研究。
  15. These problems damage the durability and appearance of rcc dams and lead to the water of reservoirs run off

    碾壓混凝土壩滲漏問題會影響到大壩的耐久性、美觀性和水庫水量的流失。
  16. Engineering geology appraisal and infiltration analysis in wangjiahuan reservoir dam

    王家坎水庫大壩工程地質評價與滲漏分析
  17. Seepage analysis and infiltration quantity calculation of huanggou pumped - storage power station upper pond

    荒溝抽水蓄能電站上庫滲漏分析及壩基滲漏估算
  18. The result shows that the leakage from the upper and lower reservoirs might occur, and that water leakage from the upper reservoir is more serious

    分析表明上下、水庫均存在庫水外滲條件，且上水庫滲漏問題比較突出。
  19. ( 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、壩基覆蓋層滲漏嚴重，上游壩坡穩定性差，多次滑坡特點，大壩防滲處理擬定了二種處理方案，上游壩坡加固擬定了三種處理方案，從技術可靠、工期短、造價省、施工條件等方面進行評價。
  20. 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。
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