滲漏計 的英文怎麼說

中文拼音 [shènlóu]
滲漏計 英文
percolation gauge
  • : 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...
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • 滲漏 : percolation; seepage; leakage
  1. In view of the natural conditions in loess area of gansu, in the light of investigation conditions of seepage of built loess and weak rock highway tunnels in this area and classification of water gushing conditions for railway tunnels, and by engineering analogism, the classification of tunnel water gushing types suited the structure design of highway tunnel waterproof and drainage, and the three methods for checking and subdividing water gushing types are presented

    摘要針對甘肅黃土區的自然條件,依據該地區已建黃土及軟巖公路隧道水調查情況和鐵路隨道涌水狀態分類,運用工程類比法提出適合該地區公路隧道防排水結構設的隧道涌水類型劃分及對涌水類型校核與細分的三種方法。
  2. The dynamic change of nh4 +, no3 - and tn, under the situation which urea was applied in the high fertility paddy - field in yuhang of hangzhou city with a lysimeter which was designed and made by ourselves, was studied and analyzed in order to find the rules of the change in the water - body of surface and the leakage rule of nitrogen, to reduce the effect of nitrogen loss on the water pollution

    藉助自行設製作的稻田滲漏計,在杭州餘杭對高肥力稻田不同施用尿素氮肥情況下,稻田地表水和水中銨態氮、硝態氮和總氮(簡稱三氮)的動態變化規律進行了研究分析,以利於發現氮素在地表水體變化和淋失規律,盡量減少氮素淋失對地下水體所造成的影響。
  3. Construction ministry " housing project quality guarantees method " made lowest guarantee to housing project the regulation of deadline : among them 1, foundation foundation project and project of main body construction, to design the reasonable use fixed number of year of this project that the file sets ; 2, the waterproof project, toilet that has waterproof demand, room mixes the building outside of metope prevent leakage, for 5 years ; 3, heat addition and supply cold system, for 2 heating period, offer cold period ; 4, electric cop, to catchment conduit, equipment installation is 2 years ; 5, decorate a project to be 2 years

    建設部《房屋建築工程質量保修辦法》對房屋建築工程作了最低保修期限的規定:其中1 、地基基礎工程和主體結構工程,為設文件規定的該工程的合理使用年限; 2 、房屋防水工程、有防水要求的衛生間、房間和外墻面的防,為5年; 3 、供熱與供冷系統,為2個採暖期、供冷期; 4 、電氣管線、給排水管道、設備安裝為2年; 5 、裝修工程為2年。
  4. Based on the analysis of practical roofage treatment of large scale workshops in donglei water pumping project, the design and construction matters on the drainage and roofage treatment are introduced, which may provide some reference for other works

    結合東雷抽黃續建工程幾座大型泵站廠房屋面施工的實際,介紹大型預制屋面的排水與問題及設、施工方面應注意的事項,供類似工程參考。
  5. Abstract : based on the analysis of practical roofage treatment of large scale workshops in donglei water pumping project, the design and construction matters on the drainage and roofage treatment are introduced, which may provide some reference for other works

    文摘:結合東雷抽黃續建工程幾座大型泵站廠房屋面施工的實際,介紹大型預制屋面的排水與問題及設、施工方面應注意的事項,供類似工程參考。
  6. We research the causes of concrete cracking, develop the high performance anti - cracking additive, optimize the concrete mix and construction techniques, increase the stability of concrete volume by shrinkage compensation, enhance splitting tensile strength, and can meet demand of high workability of fresh concrete. in the study, a thorough investigation of this problem is made from all points of view, with the aid of various modern measurement & testing technology and different theories & methods in surface physical chemistry, structural chemistry, solid - state chemistry, composite materials, fracture mechanics, etc. our research results have shown that the various shrinkage of concrete cause concrete cracking in building engineering, such as autogenous shrinkage, dry shrinkage, temperature shrinkage, plastic shrinkage, carbonized shrinkage, etc

    目前,解決混凝土開裂的方法是綜合的,我們調查研究了混凝土開裂的原因,開發研製了高性能抗裂外加劑,優化混凝土的設和施工方法,並通過補償收縮達到混凝土體積穩定,提高抗裂強度,滿足混凝土拌和物高工作性能的要求。本研究採用多種測試技術,應用表面物理化學、結構化學、固體化學、復合材料學、斷裂力學等多學科的理論與方法,從不同的角度進行深入的研究和探討。通過調查研究建築工程中出現的混凝土開裂、問題,發現混凝土在非荷載作用下開裂主要是由混凝土的自收縮、乾燥收縮、溫度收縮、塑性收縮、碳化收縮等各種收縮變形引起的。
  7. 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,算出該土壩的集中通道的空間位置、展布特點、范圍大小和強度,為堤壩治理提供科學依據。
  8. 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:被成都勘測設研究院應用於地基加固處理方案; ( 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:被中南勘測設研究院應用於初步設方案中; ( 6 )靠船墩的疲勞可靠度研究:為廣東航運規劃設院的靠船墩優化設和加固提供依據; ( 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。
  9. Leakage computution of the subsea tunnel crack lining

    海底隧道開裂襯砌的算分析
  10. Discussion on calculation method for seepage quantity of canal

    對渠道算方法的探討
  11. 5 a seepage instrument is designed to test the leakage of the defected composite geomembranes

    5 、自行設試驗裝置,對復合土工膜的缺陷量進行試驗觀測研究。
  12. In this paper a few methods calculating leakage due to defects in composite geomembranes are adopted for every kind of engineering circumstance in order to verify the observation data

    採用幾種方法算各種工況的缺陷量,對觀測數據進行驗證,得出具體工程模型的缺陷量規律。
  13. 7 enumerating the engineering example that composite geomembranes are used to act as anti - seepage material and using mathematics experience model that are established in the paper to compute leakage of the defected geomembranes

    7 、結合復合土工膜防的工程實例,利用本文給出的擬合公式算通過復合土工膜的缺陷量。
  14. 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量。
  15. 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,在基層水利設單位具有一定推廣價值的方案優選辦法;在工程設中,主要對大壩壩基,大壩安全校核及加固設進行了算,並對大壩加固設進行模糊優選,保證了工程安全,達到了預期的目的。
  16. After the installation of the transformer, the sealing points will be guaranteed without leakage and the correct readings of every instruments until the handover is up to the grade

    6變壓器安裝完畢后,保證各密封點焊縫無,各表準確無誤,各項交接試驗合格。
  17. 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,得出水庫區巖溶條件,並在此基礎上提出水庫概念模型,採用水均衡法算出庫區的巖溶水量。
  18. 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

    在上述三種算庫區巖溶水量的模型中,由於線性?非線性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,利用該模型算出的庫區巖溶水量更合理。
  19. 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,預測出庫區巖溶水量。
  20. Analysis of dam foundation infiltration in pushihe pumped - storage power station

    蒲石河抽水蓄能電站壩基滲漏計算分析
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