橫向坡度 的英文怎麼說

中文拼音 [héngxiàngpōdù]
橫向坡度 英文
cross fall
  • 橫 : 橫形容詞1. （蠻橫; 兇暴） harsh and unreasonable; perverse 2. （不吉利的; 意外的） unexpected
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  • 橫向 : broadwise; infeed; crossrange; abeam;transverse; transverse direction; cross; crosswise; lateral;...
  • 坡度 : falling gradient; slope; inclination; declivity; pitch; batter
  1. When change cross fall and stroke still might maintain the surface of bed movement balance ； the spring lays aside in box in vivo ； the structure is compact, also it could obtain the final ore concentrate and the final debris onetime

    在改變橫向坡度和沖程時仍可保持床面運行平衡，彈簧放置在箱體內，結構緊湊，且能一次得出最終精礦和最終尾礦。
  2. A cross slope of one in fifty is usually enough.

    通常150的橫向坡度就已足夠。
  3. Of an angle of over 70 degrees are ever - present while the south - west side is blanket - ed in snow all the year round. halfway up the mountain, ravines abound and gulles crisscross. " rolling stone " and " wolf s fang " areas scattered with huge rocks from t

    雪寶頂東北坡為70度以上的懸崖絕壁，西南坡終年積雪，山腰溝壑縱橫，通向頂峰之路又必經怪石崢嶸，險景叢生的滾石區和「狼牙區」 ，有較大的攀登難度，對登山探險者很有吸引力。
  4. The slope zone in northern biyang sag is characterized by complex structure, developed minor fault blocks, varied seismic vertical and horizontal velocities and difficult to get imaging, which result in that conventional imaging approaches are hard to meet the needs for exploration and development of this area

    摘要泌陽凹陷北部斜坡帶構造復雜，小斷塊發育，地震縱、橫向速度變化劇烈，成像困難，常規的地震成像方法成果難以滿足勘探開發的需要。
  5. With the using of microsoft visual basic 6. 0, a multimedia computer - aided design system of small type pumping irrigation district is developed in this paper. provided with the live multimedia messages as well as a good man - machine conversation mechanism, this system can help the user to finish the planning of an pumping irrigated area such as the layout of canal system, the selection of pump models, the establishment of the irrigation program, the calculating of canals " parameters, the estimate of the project magnitude, the selection of the field constructions, the economic analysis of the project, the output of results, etc, a new oo ( object oriented ) programming method is adopted in this system, various softwares are integrated in this systems as well by the " automation " technic provided by vb, in addition, the multimedia technic is applied to this system for the first time, it makes the system easy to ope rate. as for the optimization of the canals " section, a new optimization method is adopted based on the existing theories about the canals " section, and in this way, with the purpose of minimizing the project ' s investment as well as a stalized canal, limited by the longituding slope, the canals " best feasible parameters can be deduced. furthermore, a integral method to reckon the earth work is developed in this paper, by this way, the estimate precision of the earthwork is enhanced notably. this paper includes the particular illumination for the developing procedure of each systems " segment, and in the end, the directions of the system are demonstrated in a sample area which lies in the zhaija village, taizhou city, jiangsu province, the running results showed that the initial purposes are achieved effectively, and it has a preferable practicability

    在渠道縱橫斷面優化方面，本文在利用已經比較成熟的縱橫斷面優化理論的基礎上，提出以工程總費用最小為目標函數，以渠道縱坡i為控制變量，以渠道不沖不淤流速及灌區允許地面比降為約束條件，通過縱橫斷面聯動優化的方法得到渠道的最佳工程可行的斷面參數。另外，針對部分地區的取土困難的狀況，本文採用積分法計算渠道工程土方量，從而大大提高了土方量的估算精度，有助於準確控制工程投資規模及資金投向。本文詳細闡述了該系統所採用的編程方法、系統構成、系統各組成模塊的開發過程以及灌區規劃所採用的優化方法及原理，最後應用本系統對泰州市翟家村機電灌區進行規劃設計，運行結果證明其操作比較簡便，界面友好，運行速度快，規劃成果合理，基本達到了系統預定的要求，具備較強的實用性。
  6. The study results reveal some laws : ( 1 ) two failure modes exist in different obliquity slope and influence the internal force of soil nailing ; ( 2 ) the connection between face shield and soil nailing determines the distribution of the axial force along length ; ( 3 ) the influence of face shield involves its connection with soil nailing and its stiffness on soil nailing wall ; ( 4 ) the transversal effect of soil nailing depended on the joint of nail head is little ; ( 5 ) the maximum axial forces of other soil nailings except the first soil nailing increase gradually with excavation

    研究表明： （ 1 ）素土坡隨著坡角的變化，存在兩種破壞方式，破壞方式不同，土釘受力狀態不同； （ 2 ）土釘和面層的連接方式決定著土釘長度方向上的軸力分佈形態； （ 3 ）面層主要通過面層與土釘的連接和面層的本身剛度兩個方面對土釘內力和墻體變形產生影響； （ 4 ）土釘橫向抗剪抗彎作用的發揮程度和土釘釘頭的連接方式有關，但作用不大，實際設計時可以忽略其影響； （ 5 ）隨著坡體的開挖，第一排土釘的最大軸力變化不大，其它土釘的軸力都穩步增加。
  7. In this thesis, analysis of whole performance and interior mechanism of plain soil slope and soil nailing wall with flag finite difference program has been carried out. at the same time, the impacts on the internal force distribution of soil nailing and the deformation of soil nailing wall of many factors, including the connection between face shield and soil nailing, the friction decline between soil nailing and soil, the shear force & bending moment resistance of soil nailing, the cement crack in soil nailing, face shield, excavation, the obliquity of slope, and so on are studied in this thesis

    本文通過flac有限差分程序，分析了素土基坑和土釘墻體的整體性能和內在機理，研究了土釘和面層的連接變化、土釘表面性能的下降、土釘的橫向抗剪抗彎作用、土釘漿體的開裂、面層的有無、基坑的開挖過程、基坑放坡角度等因素對土釘內力分佈和土釘墻變形的影響。
  8. Through the correlation of nww - see and sn, the thickness and limestone intervals of matuo formation gradually increase from west to east. this represent the center of sedimentation is possible located in east of the region. the matuo formation thickness gradually increase and then reduce from north to south

    通過北西西?南東爾向和南北向剖面對比，瑪托組地層橫向變化表現為由西往東，瑪托組地層厚度逐漸加大，灰巖夾層也增多，反映當時沉積中心在研究區東部，而由北往南，厚度先逐漸增大，后減小，灰巖夾層增多，由北往南的古地理格架為濱面?碳酸鹽臺地?斜坡環境。
  9. Experimental results demonstrate that the proposed vision measurement method for the lateral deviation error can achieve the cm - level real - time accuracy on the general road with low gradient under the condition of near view, which can satisfy the measurement demands of the multi - sensor integrated navigation system of intelligent vehicles

    試驗表明，所提出的橫向偏差測量方法在近視野情況下對于坡度不大的一般道路可以取得厘米級的實時測量精度，能夠滿足多傳感器組合導航對橫向偏差測量的要求。
  10. As a research authority in nanjing university from 1997, he has being taken charge of five projects on multimedia computing and graphic recognition, supported by national post - doctoral science foundation ( 1997 ) and national science foundation ( 1999, 2003 and 2004 ), program for excellent college teacher ( 1999 ) and program for new century excellent talent ( 2004 ) of the ministry of education

    自到南京大學任教以來，先後主持「中國博士后科學基金」項目一項（ 1997年度） 、 「國家自然科學基金」項目兩項（ 1999年度和2003年度） ，教育部「高等學校骨幹教師資助計劃」 （ 1999年度）和「新世紀優秀人才資助計劃」 （ 2004年度）各一項，主持與南京市地方稅務局和新加坡貝克比科技有限責任公司橫向合作項目多項，協助主持「國家自然科學基金」項目一項（ 2004年度） 。
  11. A cross slope of one in fifty is usually enough

    通常1 50的橫向坡度就已足夠。
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