seepage point 中文意思是什麼

seepage point 解釋
滲水點
  • seepage : n. 〈美 Scot. 〉1. 漏水;滲流。2. 滲漏;滲出(現象)。3. 【礦物】油苗。
  • point : n 1 尖頭,尖端;尖頭器具;〈美國〉筆尖;接種針,雕刻針,編織針;小岬,小地角;【拳擊】下巴。2 【...
  1. As a practical application, the safety situation of jiujiang dike under the 1998 pluvial condition of once a hundred years in yangtze river has been evaluated by the reliability method from the point view of the seepage stability in terms of probability analysis and two dimensional saturated seepage finite element analysis combining with the mechanism of seepage burst in jiujiang dike summarized in the thesis

    通過滲流有限元和滲流可靠性分析論證了1998長江流域特大洪水災害中九江市防護大堤發生的嚴重潰口破壞的滲流破壞機理。分析、比較得出結論:堤防下游坡腳的出逸比降接近和超過臨界比降,在1998年長江百年一遇的洪水條件下九江大堤潰口斷面的抗滲可靠性僅在55左右的非常低水平。
  2. ( 2 ) the treat of drainage wells and drainage curtains is a key point of seepage control research. drainage holes ( curtains ) must be simulated exactly because there are a large amount of drainage wells ( curtains ) that are of great effect, which requires high technique demands for mesh partition and capacity of computer. the question is extremely complicated

    ( 2 )地下廠房洞室群的排水孔排水幕的處理一直是滲控研究的重點,由於排水孔(幕)數量眾多,滲控作用大,須盡可能精確模擬,這對網格劃分以及計算機的容量都提出極高的技術要求,問題極為復雜。
  3. The calculation of isotropic soil seepage by finite analytic 5 - point scheme in irregular domain

    採用非規則區域有限分析5點格式計算均質滲流
  4. The research point that erosion of pipe network, scale, propagation of microoganism, byproduct of chlorine residual, environment second pollution and seepage of anticorrosive are primary reasons causing water quality pollution of second water supply system

    對在調查檢測中出現的污染問題進行分析研究,指出管網腐蝕、結垢、微生物繁殖、余氯產生的副產物、外界的二次污染以及防腐襯里滲出物這幾個方面的因素是造成二次供水系統水質污染的主要原因。
  5. 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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