縱坡度 的英文怎麼說

中文拼音 [zōng]
縱坡度 英文
longitudinal grade
  • : Ⅰ動詞1 (釋放; 放走) release; set free; let go 2 (放任; 不約束) indulge; give oneself up to; l...
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 坡度 : falling gradient; slope; inclination; declivity; pitch; batter
  1. A creaking noise can be heard from the front suspension, particularly at manoeuvering speed and over uneven gradients imposing torsional pressure to the sway bar ( anti - roll bar )

    從前懸架下可以聽到一種吱吱嘎嘎聲音,尤其是在操下和經過不平坦的斜時,此時會給防傾桿(扭力桿)施加扭轉壓力。
  2. On the contents of two sides abovementined, this paper attempts to do some initial researches from three angles as follows : 1, the analyses of anti - seismic features on longitudinal direction of the aqueduct l ) the seismic longitudinal effects are small. the vibrant characters are decided from the structure integration and rigidness of piers and main arch - ring of the aqueduct, so the following measures should be taken in order to weaken and isolate seismic influence : properly broadening the section sizes and adopting the high class concrete, lowering the height and barycenter of building, setting hoop steel bars so as to increase the plasticity of the concrete which can absorb the seismic energy and prevent the damages due to stress centralization on the linkages and changing place

    本文試圖就上述的這兩大方面的內容,從以下三個角進行了初步研究: 1 、槽向抗震性能分析1 )湯峪河吊桿拱支承結構的槽向地震效應較小;吊桿式拱架結構動力特性取決于槽墩和主拱圈的剛,以及結構的整體性,故適當加大構件截面尺寸或提高砼標號,盡量降低結構的建築高和重心,在構件連接和變截面處增設梗脅,按照約束混凝土的要求來加強箍筋的配置,增加砼的延性,以克服地震時構件連接和變截面處的應力集中造成的壞,並吸收大量的地震能量,從而起到隔震,減震的效果。
  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

    雪寶頂東北為70以上的懸崖絕壁,西南終年積雪,山腰溝壑橫,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,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帶構造復雜,小斷塊發育,地震、橫向速變化劇烈,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. Results showed that the temperature distribution of the traditional embankment was asymmetrical ; the asymmetrical status was changed after ripped - rock revetment was installed and the soil under the ripped - rock was cooled obviously ; the ripped - rock revetment could cool embankment and adjust the temperature difference between the north - facing slope and the south - facing slope ; the ripped - rock revetment was an available technique to protect embankment from thawing settlement and longitudinal cracks in permafrost regions

    結果表明:普通路基的陰陽兩側溫分佈極不對稱;鋪設拋石護后,這種狀況得到了很大改善,並且拋石護下土體溫明顯降低;拋石護能夠降低路基溫和調節路基陰陽的溫差異;拋石護是多年凍土區防治路基融沉和向裂縫病害的一種可行措施。
  6. Based on geometry alignment data and speed difference, by stat. formula are established about the relation between downgrade, curve radius and deflection and speed change. then method to establish speed characteristic curve is present

    依據樣本路段的幾何線形數據和速變化特徵,利用統計手段得出了、平曲線半徑和偏角等線形指標與速變化之間的關系公式,根據這些公式,給出了一定線形組合求解速特徵曲線的方法。
  7. 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

    在渠道橫斷面優化方面,本文在利用已經比較成熟的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,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。
  8. Rate of cross - slope

  9. During the course of design and construction of highway, for the purpose of length, turning radius and longitudinal gradient, we have to construct a lot of high slope engineerings. so the slip of roadbed ' s slope often happen

    在公路的設計、建設過程中,為滿足直線長、轉彎半徑及等要求,不得不劈山填谷,從而形成大量的高邊工程。
  10. The flow mechanism of avalanche soils - collapsing of loose avalanche soils depends on soils moisture, longitudinal gradient, and mixing flows of avalanche soils and water flow. in which, the formation of different debris flows was discussed

    ?崩塌土流動化機理探討?鬆散崩塌土能否流動化取決于土體含水狀態、,以及與水流摻混的程,其流動化機理為水流摻混。
  11. The author respectively gives the calculating model including the end of the bridge and the approach embankment with and without approach slabs according to the real differential settlement that occurred, and, according to the effect to the comfort and safety of the vehicle passing bridge approach, takes the tolerable differential movement of the embankment / structure interface and the tolerable differential slope of the approach slab as the tolerable differential settlement when with and without the approach slab respectively

    論文根據路橋過渡段的實際差異沉降圖式分別確定了不設和設搭板的路橋過渡段計算模型,根據對行車舒適性和安全性的影響,把容許臺階高和搭板容許變化值分別作為不設和設搭板路橋過渡段的容許差異沉降控制指標。
  12. Longitudinal slope for grade line

  13. In part three, according to the viewpoint of system, giving consideration to all kinds of condition of forming hillslope debris flow, taking five indexes as follow : the shape index of ditch, the mean value of greatest precipitation within 24 hours, the developing degree of unstable mass, the mean depth of loose " accumulated clay and the rate of plant cover, applying fuzzy mathematics, the paper designs a suit of scheme about judging hillslope data

    第三部分,依據系統的觀點,全面兼顧了山泥石流形成的各種條件,選取溝谷剖面形態指數、最大24小時暴雨均值、不良地質體發育程、鬆散堆積層平均厚和植被覆蓋率五個指標,運用模糊數學方法在室內設計出一套山泥石流溝與非泥石流溝的判定方案。然後以野外實例數據進行檢驗,結果表明本方案分辯率較高,為84 . 6 ,且偏於安全一側。
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