沙質河床 的英文怎麼說

中文拼音 [shāzhíchuáng]
沙質河床 英文
sand bed
  • : 沙動詞[方言] (搖動以清除雜物) shake
  • : Ⅰ名詞1 (性質; 本質) nature; character; essence 2 (質量) quality 3 (物質) matter; substance;...
  • : 1 (天然的和人工的大水道) river 2 (指銀河系) the milky way system; the galaxy 3 (特指黃河) t...
  • : i 名1 (供人睡覺的傢具) bed; couch 2 (像床的器具、地面) something shaped like a bed Ⅱ量詞(用...
  • 沙質 : sandiness
  • 河床 : riverbed; bed; poised river; [英方] waterstead; cauce
  1. Technical standard for measurements of bed load and bed material in open channels

    流推移.測驗規程
  2. Bedload is the main factor resulting in bed form for few sands of suspend load in the river bed

    中幾乎沒有懸移顆粒,對演變起主要作用的是推移
  3. The theory of minimum entropy production or minimum rate of energy dissipation shows that a river is stable when it is in a relative equilibrium condition. ( 3 ) the river facies formulas of alluvial river have been developed using the theory of minimum rate of energy dissipation together with flow continuity and motion equations, suspended load transport or bed load transport equation. ( 4 ) the causes of the river patterns are explained using the theory of minimum rate of energy dissipation

    ( 3 )基於最小能耗率原理,以水流能耗率作為目標函數,以水流連續方程、水流運動方程及懸移力公式或推移率公式作為約束條件,通過對目標函數求條件極值,分別推導出以懸移為主的顯式相關系式和以推移為主的顯式相關系式。
  4. Many geological and hydrological factors of the river section, where the yellow river water intake engineering is laid out, such as the capacity of the reservoirs along the river section upstream and downstream, the rate of the flow discharge, the erosion and silt of the watercourse, the form of the riverbed and the water current, ice tuck, the convergence of the upstream branches of the river section, flood crest, sand crest size, the capacity for flood discharge of the watercourse, the effect of flood control structure around and the impacts on surrounding environment and the third person " s legitimate rights and interests, should be considered

    取水工程的布設要考慮工程所處段的地水文等諸多因素。如該段上下游水庫的庫容,泄水流量、道沖刷、淤積、形態、水流形態、冰塞、段上游的支流匯入、洪峰、峰的大小、道行洪能力的大小、周圍防洪工程的影響及對周圍環境和第三人合法權益的影響等等。
  5. Based on the topographic features and data of sediment particle size of bed load at the fluctuating backwater reach of liujiaxia reservoir, the streamwise variation and variation process of median diameter of bed load during silting and scouring periods of the fluctuating backwater reach are analyzed, and it can be seen that the turning point for the sediment diameter variation from coarse to fine is located at the outlet of shigou gorge of the fluctuating backwater reach

    摘要根據劉家峽水庫變動回水區的段地形特徵和歷年粒徑級配資料,分析了變動回水區段淤積和沖刷時,中值粒徑的沿程變化和歷年中值粒徑變化過程,並指出粒徑分佈由粗變細的轉折點在變動回水區寺溝峽峽口處。
  6. The analyzed results are as follows : the late 1960 ' s cutoff of riverbends increased both the runoff amount and the sediment transport amount of the lower reach of jingjiang river, while the sediment deposition decreased in the lkngting lake area ; after the mid 1980 ' s, both the middle reach of yangtze river main stem and the dongting lake occurred a trend of decreasing annual sediment transport as a result of decreasing sediment releasing from the upper reach of yangtze river ; and in the recent 3 years ( 2003 - 2006 ), the three gorges reservoir first impoundment additionally reduced the sediment concentration in the middle reach of yangtze river flow with a long time, so a distance would be quite long for suspended sediment recovery, but the distance for bed - material load of suspended sediment recovery would be quite short

    分析結果表明: 20世紀60年代下荊江裁彎后,三口(松滋口、太平口、藕池口)分流分減少,下荊江徑流量和輸量相應增加,洞庭湖泥淤積減少; 80年代中期以後,長江中游幹流及洞庭湖出口的年輸量呈減少趨勢,城陵磯至武漢由淤積轉為趨向沖淤平衡;三峽工程初期蓄水運用后,長江中游含量沿程恢復距離較長,但部分恢復距離相對較短。
  7. Through theoretical computation and experimental observation, it is put forward that the maximal depth of the scoured pits of the embankment is from ten to thirteen meters, and for several pits whose top are rinsed by main flow continuously, their scoured depth have reached twenty meters

    經過理論計算和試驗觀測研究,提出了仁存渡以下沙質河床,丁壩最大沖刷坑水深為10 ? 13米,個別受主流持續頂?的丁壩,最大沖刷坑水深可達20米。
  8. In the suspended sediment transport model, the method of shear stress is adopted to determine the source function in the suspended sediment diffusion equation. through a series numerical experiments and statistical analyses of observed field data, a local coefficient, which can reflect the bottom material and consolidation, is introduced into the classic critical erosion velocity of the sediment

    輸運模型利用切應力方法來確定對流擴散方程中的泥源函數,其中的臨界起動速度利用經典的泥起動流速公式前面增加一個局地系數得到,這個系數能反映結構及固結程度,通過系列數值試驗和實測資料的統計分析確定。
  9. This was a particularly severe problem in the lower shing mun river in sha tin, but dredging and a bio - remediation project undertaken in 1997 made a huge difference to the smell of the river

    田城門下游以往曾有水發出惡臭的問題。政府於1997年治理道,在口進行挖掘污染沉積物工程及利用生化處理方法改善沉積物素,難聞氣味已較以前大幅度減少。
  10. In order to explore harness scheme, layout, measurements and parameters concerned of the project, which are appropriate for the characteristic and the evolvement law of the watercourse of ningxia section of the yellow river, the study on the experiment of the scoured pit of the dam buttress and runoff of the root rock of ningxia section of the yellow river is of important theoretical meaning and practicable value

    也不相同,仁存渡以上段為卵石,以下段為。為了探索適宜黃寧夏段道特性和演變規律的整治方案、工程布局、工程措施及有關參數,開展黃寧夏段道壩垛沖刷坑和根石走失試驗研究,具有十分重要的理論意義和實用價值。
  11. In this paper, gravel characteristics and variety along the river were studied with digital image technology ; variety of grain sizes distribution of the river bed along jinmahe section in minjian river was analyzed ; several representative formulas of bedload transport rate were proved according to the field data of dujiangyan

    本文採用數字圖象技術研究了卵石顆粒的幾何特徵及沿程變化;分析了岷江金馬級配的沿程變化;根據都江堰的輸率資料論證了幾家有代表性的推移率公式的實用性。
  12. In this paper, a brief review of the basic theory and the computational methods for bedload transport have been made with the emphasis on the great influence of bedload on the bed - forming in rivers. a new way is proposed by using numerical simulation to study the nonuniform bedload transport in the changjiang estuary

    本文概括了推移的基本理論和計算方法,闡述了推移演變中的重要作用,在總結非均勻推移研究現狀的基礎上,提出利用數值模擬手段研究長江口非均勻推移的思路。
  13. According to the similar rule, a movable bed model for downstream channel and the particle size distribution of the model silt in the channel and the scour hole are designed. a theoretical method of size distribution in the scour hole is devised

    根據模型律設計了太平灣尾水渠動模型,分別確定了中和沖刷坑中模型的配比,並對沖坑中的級配進行了理論推導。
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