斜坡波形 的英文怎麼說

中文拼音 [xiéxíng]
斜坡波形 英文
ramp waveform
  • : 形容詞(跟平面或直線既不平行也不垂直的) oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • : Ⅰ名詞1 (波浪) wave 2 [物理學] (振動傳播的過程) wave 3 (意外變化) an unexpected turn of even...
  • 斜坡 : slope; inclination; incline; hill; clivus; batter; decline; dip; pitch; lean; backfall; pali; [地...
  • 波形 : [物理學] wave form; shape; wave pattern; wave profile
  1. The results show that : 1 ) though the water environment of nanyisan is more muddy than others, algal can still grow ; 2 ) the composition and rock type of the algal limestone are complex, the main rock types include lettuce - like stromatolites, algal reef, digitate stromatolies, wave - like stromatolites and so on ; 3 ) the deposits of algal limestones were formed in low - energy peritidal to subtidal high - energy environment of lakeshore slopes, sliding under the action of gravity and some other factors and become slump mixosedimentite layers ; 4 ) the physical property of algal limestones layers is better than others ; 5 ) the genetic development of the sediment decides that the single deposit is small, distributive and thin - layed

    結果表明,南翼山藻灰巖沉積水體環境相對渾濁,但藻類仍能生長;該區藻灰巖巖石組成及類型復雜,主要的藻灰巖巖石類型有包心菜狀疊層石、藻礁、指狀疊層石、水平狀疊層石等;其主要為濱岸上低能潮上環境至高能潮下環境成的沉積體,在重力等因素的作用下產生滑動或滑塌成的微生物成因的滑塌混積巖;巖層物性好於其它巖層;藻灰巖層的成因決定了該地區單個沉積體規模小、分散、層薄。
  2. Chung - ren chou, shinn - shan yan, 1996, a numerical analysis of multiple cylinders in wave - current field, coastal engineering in japan, vol. 39, no. 2

    周宗仁、石瑞祥, 1996 ,上考量碎效應浪變之研究,港灣技術第十一卷第一期。
  3. Chou, chung - ren, shinn - shan yan, 1996, a numerical analysis of multiple cylinders in wave - current field, coastal engineering in japan, vol. 39, no. 2

    周宗仁、石瑞祥, 1996 ,上考量碎效應浪變之研究,港灣技術第十一卷第一期。
  4. C. r. chou, r. s. shih and h. m. fang, 1996, deformation of solitary wave in coastal zones, boundary element methods, pp. 171 - 181

    周宗仁、石瑞祥、李中和, 1995 ,上考量復數消能系數對浪變影響之研究,第十七屆海洋工程研討會論文集。
  5. The overall fill amount of the airport is 1091. 2347 noyriastere and the height of the fill is almost 60m, with pertains to the high fill projects of the airport, whose site to prography and lithology is very varied. the basement of the till area is a slope dip place of slow dip downhill roch. there the research on the stability of the side slope filled is very necessary, this is because not only the design construction operation and investment of project is under influence, but also the feasibility of the projecct is also restricted, which is the key of the successful construction of the airport

    為開發資源,改善投資環境而興建的荔機場位於貴州省荔縣東北約12km ,機場總填方量1091 . 2347萬m ~ 3 ,填方高度近60m ,屬高填方機場,其場址地及巖性復雜,填方區基底為緩傾角順巖層的地區,因此填方邊的穩定問題研究是十分必要的,因為不僅影響到工程設計、施工、運行和工程投資,甚至制約著工程的可行性,是機場安全順利建設的關鍵。
  6. It is found that : ( 1 ) for linear slope, redistribution of incoming energy flux in modenumber space depends on both the modenumber of incident waves and the ratio of the slope of incident wave ray to slope of topography ; both the transmitted and reflected energy flux ( only for supercritical linear slope ) focus near one or two modenumbers ; for supercritical linear slope, the energy flux scattering to higher modenumbers becomes larger and the energy flux to lower modenumbers becomes smaller as the slope of incident wave ray comes near to slope of topography ; ( 2 ) for convex slope, energy flux is redistributed in wide - range modenumbers and also show peaks on lower - modenubers and higher - modenumbers ; ( 3 ) for concave slope, energy flux is also redistributed in wide - range modenumbers, but does not show peaks on higher - modenumbers as supercritical linear slope and convex slope do ; ( 4 ) the total energy flux scattering to higher modenumbers is approximately equal to the total energy flux to lower modenumbers for internal waves propagating over both convex slope and concave slope, which means the concave slope is the same efficient to convex slope in scattering energy flux to higher modenumbers ; ( 5 ) for convex slope, the wave ray reflected from near - critical topography can extend to deep ocean and shallow shelf, while for concave slope, the wave ray reflected from near - critical topography can only extend to limited distance, then meet the topography and be reflected again ; generally the shear of the internal waves reflected twice from concave slope is not enhanced while the enhanced shear does also appear before second reflection takes place, the enhanced shear can bring about intense mixing, so internal waves reflected from concave slope can also produce marked mixing near critical slope

    3 、內在凹地上傳播時,能通量在模態上的分佈范圍也比較寬,但與凸地和超臨界線性相比,能通量在高模態上的分佈沒有明顯的峰值。 4 、從總的能通量來講,內在凸地和凹地上傳播時,向高模態散射的能通量與向低模態散射的能通若十地下內傳播及內潮生成問題的理論解量近似相等,這意味著二者在向高模態散射能通量方面具有同等效率。 5 、凸地上臨界點附近的反射,反射射線能夠延伸到深海和陸架,凹地上臨界點附近的反射,反射射線很快遇到地發生二次反射,一般來講二次反射后回到深海的動其速度剪切並不很強,但是在進行二次反射之前的區域,速度剪切仍然很強,因而內在凹地上的反射依然能夠在地附近區域,產生強的速度剪切區,誘發混合。
  7. Propagation of internal waves over linear slope, convex slope and concave slope are discussed by using of the transforms introduced in this dissertation. the transforms let the reflected waves from those topographies can be expressed in analytical forms

    利用提出的變換討論了內在線性、凸地和凹地上的傳播特徵,分析了入射能通量在不同模態上的重新分佈。
  8. The dissertation was relied on the project of national nature science foundation project formation and failure of hard crust on the subaqueous delta of yellow river ( contract no. 141720888 ), and objective to research dynamic variation of engineering geological environmental factors i. e., topographic and morphologic features, composition and structure, physical and mechanical properties on the subsurface of yellow river delta, that was induced by wave loading action

    本學位論文以國家自然科學基金面上項目「黃河口水下硬殼的成與破壞」 (項目號: 141720888 )為依託,旨在研究浪作用導致的黃河三角洲表層工程地質環境要素,即貌特徵、物質組成、物理力學性質的動態變化過程。
  9. It is revealed that the control commands from the filter are composed of a sequence of ramp signals, whose time - ratio of variation never exceeds the permissible value to restrain the excitation to un - modeled harmonic modes

    研究結果表明,該濾成的控制信號是一系列的信號,對時間的變化率不超過允許的最大沖擊值,從而降低了未建模動態激勵。
  10. In the numerical simulation, the open boundary and 1 : 1 slope on the end of the wave tank are considered with the other conditions same as the physical experiment ; the interaction between surface waves and the triangle / trapezium sandbars on the seabed is also studied

    數值模擬中,除了對水槽末端為開邊界及1 : 1、其餘條件與物理模型試驗相同的情進行了研究之外,也對浪與三角和梯沙壩地的相互作用進行了研究。
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