seepage rate 中文意思是什麼
seepage rate
解釋
滲流速度-
Efficiency of permeable pile dike is closely related to water - sand ratio in upstream flow, direction of the coming flow and seepage rate. this paper investigates mechanism and effect of flow control and aggradation using hydraulic modeling and theoretical analysis. it is shown that suitable seepage rate can help aggradation and suitable coming flow direction can help to govern the flow trend
研究結果顯示，來流和來沙一定的條件下，透水率在適當的范圍內有利於壩后緩流落淤，入流角在一定范圍內對控導河勢有明顯作用，不同方案組合所對應的緩流落淤效果和控導河勢作用具有一定的差異性。 -
Research section braided distributary channel sandstone is mostly positive rhythm, and high porosity and seepage rate in its central - top section, low seepage rate kalk interbed in its bottom. underwater distributary channel sandstone is relatively homogeneous positive rhythm, high porosity and seepage rate in its bottom, its top low. distributary mouth bar sandstone is complex rhythm, many interbeds inside
研究區宏觀非均質性特點為：研究區辮狀分流河道砂體以正韻律為主，高孔、滲帶在砂體中上部，底部常存在低滲透率鈣質夾層；水下分流河道砂體為較均質的正韻律，下部孔滲高，上部孔滲變小，分流河口壩砂體為復合韻律，砂體內部夾層多。 -
Standard test method for seepage rate of aerosol products
氣溶膠製品的滲出速率的標準試驗方法 -
Based on the development of intelligent soil seepage rate instrument, this paper describes the significance and method of developing intelligent soil seepage rate instrument, and presents a new way for current irrigation specialist and related scholar to research and test soil seepage rate,
本論文以研製智能土壤滲吸速度測試儀的過程為基礎，闡述了開發智能土壤滲吸速度測試儀的意義和方法，為相關領域研究與測量土壤滲吸速度提供了一種新的途徑。 -
The paper consists of following parts : the rule of soil seepage, the measuring principle and working process of soil seepage rate instrument, the hardware analysis and software design of soil seepage rate instrument, the design of serial communication system and computer managing interface of soil seepage rate instrument
內容包括土壤滲吸規律的介紹，土壤滲吸速度測試儀的測量原理和工作過程，土壤滲吸速度測試儀的硬體設計和軟體設計，土壤滲吸速度測試儀的串列通信系統設計和微機管理界面的設計。 -
Three kinds of permeable pile dikes with different seepage rate are tested, and effect of flow control is basically the same with the spur dike,
試驗的三種透水率樁壩，其導流效果與實體丁壩群的基本相同，並未因部分透水及形態不同而使其控導作用明顯減弱。
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