seepage area 中文意思是什麼

seepage area 解釋
滲出帶
  • seepage : n. 〈美 Scot. 〉1. 漏水;滲流。2. 滲漏;滲出(現象)。3. 【礦物】油苗。
  • area : n. 1. 面積;平地;地面。2. 空地;〈英國〉地下室前的空地。3. 地區,地方;〈比喻〉區域;范圍。
  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滲漏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計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 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。
  3. The calculation formula of seepage tensor to the model of non - linear seepage with the area of karst conduit in the whole coordinate axis is deduced. on the basis of galerkin finite element method, the equation of finite element with the non - linear seepage of groundwater is educed, on the foundation of this information, the program of karcon. for is compiled

    推導出整體坐標系下巖溶管道區非線性滲流模型滲透張量計算公式,基於galerkin有限元法,導出了地下水非線性滲流的有限元方程,在此基礎上編制了計算程序karcon . for ,將該程序用於典型模型的計算分析,結果表明該方法是合理的。
  4. According with the characteristics of pore water seepage and soil deformation, the 1 - d rebound anti - consolidation model is set up. then the anti - consolidation differential coefficient equation is deduced and the corresponding a nalytical solution is obtained. in succession using the above theory, the influence to effective stress area ratio of some factors, such as preloading time, surcharge ' s magnitude and the depth of vertical drain

    針對卸載后淺部地基孔隙水滲流和土體變形特性,建立了軟土地基一維回彈吸水固結模型,推導了吸水固結微分方程,並求出了方程的解,同時,給出了回彈變形計算公式。
  5. 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。
  6. Abstract : analysis of coupled seepage and stress fields in the area around the dam of xiaowan hydropower station is executed by means of the model of multi - level fracture network for coupled seepage and stress fields in rock mass and the finite element method

    文摘:採用巖體滲流場與應力場耦合分析的多重裂隙網路模型,對小灣水電站壩區建壩蓄水后的滲流場與應力場進行了三維有限元分析與計算。
  7. Erosion damage decreases rock load area, after defining damage variable, the damage stress in rock can be calculated by the method bring forward by lemaitre conveniently. for surrounding rock of a deep buried tunnel under the condition of drained, its seepage character is not only controlled by the high stress in rock, but also influenced by the development of erosion damage. in the whole course of rock " s deformation and failure, its seepage character decreases with the increment of stress in elastic stage, while " increases with the development of failure

    巖樣中全應力?應變三軸滲透試驗過程中的典型表現為隨著應力的增加,巖體內的空隙和裂紋受載閉合,滲透性降低,應力達到一定閾西南交通大學鷹士研究生學位論文第11頁值后,巖體內部裂紋發生擴展和歸並,滲透性增強;同樣,地下水的動、靜壓力作用對裂紋的擴展和歸並也起著促進作用。
  8. Seepage pressure effect on landslide stability at the three gorges reservoir area

    三峽庫區地下水滲透壓力對滑坡穩定性影響研究
  9. Simulation study on seepage field of groundwater in the striding lake bridge site area

    跨湖橋獨木舟遺址區地下水滲流場模擬研究
  10. Taking the aqueous sandy soil in hot summer and warm winter area as a heat transfer medium, studies the influence of seepage on heat transfer characteristics of the soil by a simulating experiment

    摘要以夏熱冬暖地區富水土壤砂質土為傳熱介質,進行了水滲流對其傳熱特性影響的實驗模擬研究。
  11. The main work this paper do are these like below : ( 1 ) this paper reviewed and summarized the development and actuality of bank in china, induced the variety of bank ' s disease and the measure of judge etc. ( 2 ) introduced and studied fast lagrangian analysis of continua. flac3d is a three - dimensional explicit finite - difference program. uing this program, obtained the three - dimensional settlements of huxi bank and analyzed the tention area and the cut - off area. the result shows that there are a lot of andscape orientation cracks and portrait cracks in the bank. these cracks bring some disadvantage influence to slope stabilization and seepage of bank

    主要內容如下: ( 1 )回顧總結我國堤防發展的基本狀況及運行現狀,對堤防病害的種類及評判方法進行歸納。 ( 2 )對三維快速拉格郎日有限差分法進行了深入研究,並運用此理論對地下采動的結構和過程進行了數值模擬,對湖西大堤姚橋礦段由於地下採煤而引起的不均勻沉降進行了計算,得出堤體及其周圍地基的三維位移場,分析了由於不均勻沉降而產生的拉應力區和剪切破壞區域。
  12. On the basis of analyzing the features of commonly - occurred leak problem in exterior walls in coast area, seepage force of rainwater in exterior walls and comparison test results of permeability in exterior walls, the article proposes a basic principle of seepage prevention of exterior wall and introduces its use in newly - built residence and treatment for tough leak problem in exterior walls

    在分析沿海地區建築外墻常見滲漏的特徵、外墻雨水滲透的動力以及外墻抗滲性能對比試驗結果的基礎上,提出了外墻防滲漏基本原理,介紹了其在新建住宅外墻防滲漏工程和外墻疑難滲漏問題治理工程中的應用。
  13. The application of u shaped prereinforced concrete in ditch seepage control in severe area

    型槽在寒區渠道防滲中的應用
  14. Moreover, by dividing the hydrogeological stractural layer, and infiltration and seepage systems, distinguishing hydrochemical anomalies of shallow groundwater and deep groundwater this paper expounds hydrogeological conditions and hydrogeochemical features of the kailu basin and their effect to the development of the interlayer oxidation zone, predicts two prospective areas for in - situ leachable sandstone - type uranium deposits, and finally proposes the daodemiao area as the most favourable metallogenic target for uranium ore - formation

    同時,從水文地質構造層、滲入滲出體系的劃分及淺層地下水和深部地下水化學異常顯示等方面入手,較詳細地闡述了開魯盆地水文地質條件和水文地球化學特徵及其對層間氧化帶發育條件的影響,預測了兩處可地浸砂巖型鈾礦的成礦遠景地段,並指出道德廟是本區最具找礦前景的地區。
  15. In view of the seepage hazards existent in the homogeneous soil dam in landong reservoir and on the basis of physical property of the media and geophysical characteristics of the study area, the authors reasonably selected such geophysical techniques as high - density resistivity, ground penetrating radar, transient rayleigh wave and spontaneous polarization to make integrated exploration and find out the seepage path of water sources, thus providing grounds for evaluating stability of the dam body and designing the reinforcement plan

    摘要針對藍洞水庫均質大壩出現散滲等病險,根據區內各介質物理性質及地球物理特徵,合理選擇了高密度電阻率、探地雷達、瞬態瑞雷波和自然電場4種物探方法進行綜合勘查,查明病險的水源來向,為評估壩體的穩定性和加固處理設計提供依據。
  16. Abstract : in view of the seepage hazards existent in the homogeneous soil dam in landong reservoir and on the basis of physical property of the media and geophysical characteristics of the study area, the authors reasonably selected such geophysical techniques as high - density resistivity, ground penetrating radar, transient rayleigh wave and spontaneous polarization to make integrated exploration and find out the seepage path of water sources, thus providing grounds for evaluating stability of the dam body and designing the reinforcement plan

    文摘:針對藍洞水庫均質大壩出現散滲等病險,根據區內各介質物理性質及地球物理特徵,合理選擇了高密度電阻率、探地雷達、瞬態瑞雷波和自然電場4種物探方法進行綜合勘查,查明病險的水源來向,為評估壩體的穩定性和加固處理設計提供依據。
  17. This paper analysis the seepage deformation caused by tunneling in nanjing area from hydrogeology, soil structure and mechanics etc

    摘要本文從水文地質條件、土體結構和力學性質等方面分析了南京地區土層中隧道開挖所引起的滲透變形問題。
  18. Numerical simulation on groundwater seepage flow in the slope area of fissured rock

    裂隙巖質邊坡地下水滲流數值模擬
  19. In addition, windows in new properties undergo two water tests ; one for the area between the wall and window frame, and a second between the window frame and window glass. the 40 - psi tests ensure minimal seepage

    此外,新落成樓宇亦會進行兩次射水測試,採用加壓40磅水力的水槍,第一次測試射向外墻與窗框之間,第二次射向窗框與玻璃窗中間位置。
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