河道水面 的英文怎麼說

中文拼音 [dàoshuǐmiàn]
河道水面 英文
stream surface
  • : 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名詞(道路) road; way; route; path 2 (水流通過的途徑) channel; course 3 (方向; 方法; 道理) ...
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • 河道 : river course; streamway; covalency; runway; cut; river channel河道變遷 channel change; migration ...
  • 水面 : the surface of the water; table水面操縱 surface manoeuvering; 水面導航 surface navigation; 水面發...
  1. By the calculating of the distorted models and the undistorted model of the circumfluence, the effect of the distortion ration on the flow is analyzed

    採用平二維模型,在數學模型的基礎上,計算變率使工模型彎流在相似性上產生的影響。
  2. The construction of a dam influences downstream channel stability in two ways.

    壩的建設在兩個方影響下遊的穩定。
  3. Through the study above, a refined description and modeling to flow field and water surface near the groyne in river is conducted with 2 - d and 3 - d mathematical models. the results by simulation are consistent well with experiment data

    通過上述研究,作者採用二維和三維數學模型對槽試驗和天然中丁壩附近流場和形態進行了精細地描述和模擬,計算結果和實測結果吻合良好。
  4. The yangliuqiu town, the seat of the government of the xiqing district, is an important satellite town of the tianjin municipality and also a base of auto industry

    項目簡介西青區政府所在地楊柳青鎮是天津市重要衛星城,也是汽車工業基地,目前,全鎮生活和工業污沒有得到處理,造成全區地嚴重污染。
  5. First, according to measured data and literature, the river channel evolution rule and its reasons in the southern branch of the yangtze river are discussed from the perspectives of historic evolution, recent evolution and the tendency prediction of river channel evolution. besides, the local reservoir has been studied from the changes in thalweg and section as well as the calculation of local erosion and deposit. consequently, the stability and feasibility of reservoir construction in the river section are approved

    首先根據大量實測資料及文獻資料,就歷史變遷、近期演變、演趨勢預測等方,初步探討了長江口南支演變規律及原因,並具體就深泓線的變化、主槽斷變化、局部沖淤計算等方對擬建庫局部區域進行了分析,論證了工程段建設庫的穩定性及可行性。
  6. By modeling of " y " - shaped junction of the compound river channel with an intersection angle 90, the flow velocity and water level at the junction were obtained by use of the acoustic doppler velocimeter ( adv ) and point gauges

    摘要通過製作交匯角為90的復式斷" y "型交匯口模型,利用三維聲學多普勒流速儀( adv )和測針獲取流速及位數據,對支流口處的流流態包括形態、流流速和流分區進行分析。
  7. Then river width increased and the intensity of deep point lowing and bed material coarsening decreased and water level lowed continuously. so the bed form changed toward to u type. the bed regulation is realized through sediment silting in different parts in cross section during silting period and the deformation of bed form changed from broad u type channel to narrow and deep v type channel

    研究表明,在持續沖刷前期深泓點及位下降與床粗化同步發展,床向v型發展;沖刷後期深泓點下降、床粗化減弱,展寬增大,位繼續下降,床向u型發展;在以淤積為主時期的調整,是通過斷不同部位的淤積來實現的,但都是由u型較大槽向v型窄深小槽發展。
  8. When catchment area, average channel gradient and catchment shape factor of designed culvert or bridge are known, a user can be convenient to get local parameters c, e and b from standard contour charts and easy to calculate flood flow just by a calculator. design period of flood flow is enormously shortened as well as a high precision. estimated flood flow through culvert or small bridge by new calculation model is generally less than by traditional methods, so that much cost is cut down a s reducing the span of culvert or small bridge

    以75000km ~ 2的川中丘陵地區為試點研究區,繪制了該地區新模型的參數等值線圖,率定了不同設計頻率的改正系數,使設計者只需在地形圖上獲取集積,平均坡降和流域形狀系數,在參數等值線圖上查得橋涵所在地的相應參數,使用計算器即可迅速計算出設計流量,大大縮短了設計周期,且精度較高,設計的洪流量一般低於傳統方法,從而可減小橋涵跨徑,節省投資。
  9. ( 4 ) the dike breach risk of the south bank is relative higher in wandering reaches. ( 5 ) the dike breach risk of the north bank is higher than the south bank in winding reaches. simultaneously, the evaluation results manifest that the evaluation indexes system established from the locomotion of incoming water and sediment load, the regional crustal stability, the evolvement of river regime and the stability of river dikes, can reflect the actual situation of hang river in the lower yellow river more fully

    評價結果同時表明,從沙運動、區域地殼穩定性、勢演變和堤防穩定性4個方建立評價指標體系,能夠更加全的反映黃下游懸的實際情況;運用多層次模糊綜合評判法能夠較好地解決影響因素眾多、作用機制復雜的懸決溢風險問題;運用gis技術強大的空間分析功能,使黃下游懸不同空間位置的決溢風險得到了量化,可以客觀地反映黃下遊不同空間位置決溢風險的差別,對于指導防洪和治理的實踐具有重要的現實意義。
  10. Through checking computations, it was shown that the analogue accuracy of the model was quite high, which can provide important basis for scientific decision - making on engineering measures. through analogue calculation and analysis of many regulation schemes, it was shown that combining the diversion weir works with the bed fixing works at the south branch is reasonable and feasible in the implementation of loushuikouzi river regulation works. in addition, it is suggested that the bed fixing works at the south branch should adopt the improved compound section scheme

    經對多個整治方案的模擬計算與分析,表明漏口子整治採用分流魚嘴工程和南汊固床工程相結合的整治工程措施是合理可行的,通過模型計算研究還提出了南汊固床工程採用復式斷形式的改進方案建議,該方案保證了南汊枯期通航和不斷流,而且對南汊及撫遠鎮的保護具有正作用。
  11. In the past, more emphasis has been put on the flow pattern and the division ratio of water and sediment discharge. in order to study the division characteristics, a theoretic model is proposed in this thesis, which combines the plan configuration of channels with the minimum energy dissipation rate theory

    本文將流動力地貌學中的平形態和最小能耗率理論相聯系,研究分汊的分流特性,並推導理論分流模式;另一方,通過建立二維流數學模型,與理論分析結果進行比較。
  12. Study achievement appears as following aspects : ( 1 ) yellow river estuary gate river flow and tide flow mixed area is not keep standing deposition status, on special income water and sediment conditions, boundary conditions and oceanic power conditions, this area may on the scour status ; ( 2 ) observed from estuary sediment deposition distributing process : delta and sea offing area sediment deposition vary trend is similar, each part sediment deposition scale varies as wave shape ; ( 3 ) on estuary gate, affect the sediment deposition factors, primary factors are tide prop, the gate widens gradually, estuary gate have branches, brine induced flocculation. this paper study the estuary gate widen, estuary gate have branches to affect the river channel deposition in quantity ; ( 4 ) based on field measured data, for the first time, deduce the estuary sediment deposition and distributing regress formula which can estimate estuary different areas sediment deposition volume ; ( 5 ) this subject demonstrate the estuary delta coastline dynamic balance conception, build the relationship between the estuary income sediment with deposition land area, draw the following important conclusion : when estuary years - averaged income sediment keeps at 345 million tons, the delta coastline may on the dynamic balance status. ( 6 ) this subject firstly brings up estuary sediment optimized control conception, and has the primary study on the macroscopically optimized control conception method

    研究認為: ( 1 )黃口口門逕流潮汐區域並非持續保持淤積狀態,在特定的來來沙、邊界條件和海洋動力條件下,該區域可以處于沖刷狀態; ( 2 )從口泥沙沉積分配的過程來看:三角洲與濱海區泥沙的沉積變化趨勢是基本一致的,各部位的泥沙沉積比例變化基本呈波動狀態,且三角洲與濱海區泥沙的沉積比例與來沙量密切相關,基本成正比關系; ( 3 )在口門處,影響泥沙沉淤的因素主要集中在潮汐頂托、口門逐漸加寬、口門分汊、鹽造成絮凝等,本報告主要對口門加寬,口門西妥理工大學工程碩士專業學位論文分漢對淤積的影響進行了定量分析: (一扣根據實測資料首次建立了贖流路泥沙沉積分配的回歸計算式,據此可以預估計算口不同區域泥沙的沉淤量; 、 5 )本項研究首次論證了口三角洲岸線動態平衡的概念,並建立了黃口來沙量與造陸積的相關關系,得出了當口多年平均來沙量維持在3 . 45億t時其口三角洲岸線則可能處于動態平衡狀態的重要結論; 『 6 )本項研究首次提出了口泥沙優化調控的概念,並對其宏觀優化調控模式進行了初步探討。
  13. Based on the characteristics of the daily regulation wave of hydropower stations, the water surface lines in the rising and falling stages are calculated by using an one - dimensional steady flow model and an unsteady flow sediment model

    摘要根據電站日調節波的特性,運用一維恆定流和非恆定流泥沙數學模型,分別計算了漲落過程的線。
  14. Planar 2 - d flow and sediment numerical modeling of branching river

    天然分汊二維流泥沙數值模擬研究
  15. There they saw a girl dressed in all her finery, obviously not knowing what to do since the river was high and she did not want to spoil her clothes

    在那裡他們看見一個穿著入時的女子,顯然是不知該怎麼辦,因為很高而她又不想弄臟衣服。
  16. Based on the analysis of satellite images of various periods, landform data and river channel transverse section evolution in the lower yellow river, the characteristics of the river channel boundary condition changes at different location are clarified as middle flood channel flood transport width and area are evidently decreased especially for the main channel with comparison to 1950s, beach area that is unimpeded before become blocked because of road, irrigation channel constructed on it, and consequently intensify high edge of beach and lowering dyke and river

    在現場查勘的基礎上,通過對丹江口庫和小浪底庫攔沙初期下遊演變、排洪能力變化特點的對比,分析了黃下游防洪臨的新形勢:小浪底庫攔沙初期,下遊發生沖刷,但艾山以下窄段沖淤變化不大,近年來形成的淤積萎縮的狀況難以很快改觀,游蕩性段調整劇烈,工程出險機遇增大,位流量關系中流量以下部分同流量位明顯降低,中流量以上部分位降低幅度可能會明顯偏小,防洪形勢仍不容樂觀。
  17. Abstract : variations of flow pattern, flow velocity in deep poo l and side bar, mainstream thread, and water surface, caused by excavation project, are investigated by two - dimensional mathematical model in an orthogonal curvili near coordinate system. the change of bed - load transport rate, and redeposition r ate are predicted. the influences of the excavation project on navigation are ana lyzed. grid - type and flat - type excavation alternatives are proposed and discuss ed

    文摘:採用正交曲線坐標系下的二維數學模型,研究了嘉陵江何家磧邊灘采砂后流勢、流態、灘槽流速、主流位置、高程及比降的變化規律,預測了采砂方案完成後卵石推移質輸沙率變化及其對航的影響,並對格形開挖和平整開挖方案進行了比較分析
  18. Considering the joint operation of the three gorges and gezhouba hydropower stations, influences of the daily regulation planning of the hydropower stations on the water surface slope of the downstream reach of the three gorges reservoir are studied

    ?結合三峽和葛洲壩兩電站聯合運行的實際情況,研究了調節方案對三峽庫下遊河道水面比降的影響。
  19. The numerical simulation of flow and sediment in channel with composite section

    復式斷流泥沙數值模擬
  20. In this paper, remote sensing picture is processed by erdas, a famous rs & gis platform, and information on the chong qing part of the yangtze river is obtained, which can be compared with the water level data from numerical calculation and evaluate the computation precision of mathematical models

    本文利用著名的rs & gis軟體平臺erdas對遙感圖片進行處理,獲取長江重慶網的信息。可以將提取的河道水面線與數學模型計算的線進行比較,對數學模型的計算精度作一個評估。
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