橫堤 的英文怎麼說

中文拼音 [héngdī]
橫堤 英文
bankhead
  • 橫 : 橫形容詞1. （蠻橫; 兇暴） harsh and unreasonable; perverse 2. （不吉利的; 意外的） unexpected
  • 堤 : 堤形容詞[書面語] （水清見底的樣子） （of water） clear
  1. Foresters gathered 822, 000 cubic feet of lumber for use in building the road. one million board feet of lumber and 2400 pilings were used in a causeway over the swamp

    伐木工砍伐了用於築路的62 . 5萬立方米的木材。橫越沼澤地的一個堤道用了1百萬板英尺[ 1 ]的木材和2400根立樁。
  2. The dark flat wilderness beyond the churchyard was intersected with dykes and mounds and gates.

    墓地對面那一大片黑壓壓的荒地就是沼地，沼地上堤壩縱橫，橫一個土墩，豎一道水閘。
  3. A dam constructed across a stream to raise the water level so that the overflow will have sufficient power to turn a mill wheel

    磨坊水壩橫跨溪流建造的堤壩，以提高水位使溢滿的水有足夠的動力轉動磨坊的水輪
  4. They crossed to the metal bridge and went along wellington quay by the river wall

    他們橫過馬路來到鐵橋跟前，沿著河堤邊的惠靈頓碼頭走去。
  5. The cui lake makes tang dike and wan dike hand over in the center of qiandao lake, the island shore of the dike s side, the silk of willow hangs the water, flying the silk, such as smoke, " the smoke in the lake " therefore gets

    湖堤縱橫的翠湖，唐堤與阮堤將湖水一分為四，交千于湖心島，堤畔島岸，柳絲垂水，飛絮如煙， 「翠湖煙柳」因此得名。
  6. A sewer or drain crossing under a road or embankment

    涵洞橫在公路或堤岸下面的下水道或排水管
  7. For the reasons of accumulated soils and sands and the amount of precipitation, the volume in the reservoir is dynamic. if the volume in the reservoir is not dispatched correctly, it will result in the overflowing of the dam bank of the reservoir, even in the collapsing of the darn

    庫容又是水庫調度不可忽視的問題，而庫容又與水庫的橫、縱斷面、水位、水深有關，由於泥沙淤積、降水量多少等原因，水庫水量是動態的，不對水庫水量正確調度，會在大洪水時，造成水庫堤壩漫溢甚至垮壩。
  8. Standing on the top of the hill, a visitor commands a spectacular view of buildings of different shapes and sizes down below, their golden roofs glittering under the sun ; the placid, huge kunming lake dotted with rowing boats ; a 17 - arch bridge that connects an island with the lake s southern bank ; the long, winding west bank of the lake joined by six bridges ; and the distant west hills

    德輝殿佛香閣就到了山頂智慧海。俯首下望，只見一片黃金色的琉璃瓦殿宇在腳下，昆明湖水一望無垠，波光雲影上下流動，南湖中十七孔橋橫臥波心，西堤六橋伏壓水面，遠望西山如黛。
  9. 2 xihengtitie bei road, xiqing district, tianjin, china

    天津市西青區西橫堤鐵北路2號轉比特
  10. In a calculation case, by using the standard cross section of zhuyong highway, seepage stability of road embankment filled can be analyzed and evaluated

    工程實例計算採用了諸永高速公路的標準橫斷面，分析和評定公路填方路堤的滲流穩定性。
  11. Although the canal conduit capacity does not change very much than design discharge, the canal erosion due to many years scour already damaged the canal stability. therefore, taking efficient measures should protect the canal

    然而對于北部引嫩渠道來說，盡管大部分渠道在設計流量下輸水能力並沒有什麼明顯的損失，但渠道的橫向坍塌拓寬已危及堤岸的安全，應及時採取防治措施加以治理。
  12. The marble seventeen - arch bridge which spans the eastern causeway to south lake island has balusters topped by 540 carved lions in different poses

    十七孔橋橫跨東堤和南湖島，石柱頂端雕刻著540隻神態各異的雄獅。
  13. The practice indicates that if the change of the slope in length and breadth of road surface is under 0. 5 %, the problems above can be avoided, and this can be taken as the control criterion of discrepancy settlement of road widening engineering

    實踐表明，當路堤縱橫坡的改變量小於0 . 5時，能有效的避免上述問題的產生，並以此作為拼接拓寬工程的差異沉降控制標準。
  14. A centrifuge testing program was undertaken to investigate the distributing of displacement on the embankments " cross sections and to observe the performance of these embankments at failure or the failure trend of these embankments. the responses of foundations were also analyzed. various slopes and various spacing of the reinforcements were considered in this testing program

    通過離心模型試驗，對不同邊坡坡度、不同加筋密度的土工格柵加筋路堤及不加筋路堤橫截面上的位移分佈進行了對比分析，對各模型在不利工作狀況下地基的響應情況、路堤的整體變形情況、破壞情況及趨勢進行了觀察。
  15. Earth embankment and geogrid reinforced embankment with various slope, various spacing and length of the reinforcements, various heights were calculated by fem. each factor ' s influence on the tensile stress of the geogrids, the stress and displacement distribution in the cross sections of embankments and the response of foundations were analyzed

    採用有限元理論與方法對不同高度、不同邊坡坡度、不同加筋密度、不同加筋長度的土工格柵加筋路堤及不加筋路堤進行了計算與分析，研究了各因素對格柵內拉力分佈、路堤橫截面上位移及應力分佈的影響以及地基的響應情況。
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