分汊 的英文怎麼說

中文拼音 [fēnchà]
分汊 英文
bifurcation
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 名詞(分支的小河; 水流) branch of a river or current
  1. The bifurcated channel is a common river type, and there exists realistic meaning for the study on the division characteristics of the bifurcated channel

    分汊河道是一種常見的河型,其特性研究在河道整治工程中有著重要的現實意義。
  2. 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

    本文將河流動力地貌學中的平面形態和最小能耗率理論相聯系,研究分汊河道的流特性,並推導理論流模式;另一方面,通過建立二維水流數學模型,與理論析結果進行比較。
  3. 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 )黃河河口口門逕流潮汐區域並非持續保持淤積狀態,在特定的來水來沙、邊界條件和海洋動力條件下,該區域可以處于沖刷狀態; ( 2 )從河口泥沙沉積配的過程來看: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、河口門分汊、鹽水造成絮凝等,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漢對河道淤積的影響進行了定量析: (一扣根據實測資料首次建立了河贖流路泥沙沉積配的回歸計算式,據此可以預估計算河口不同區域泥沙的沉淤量; 、 5 )本項研究首次論證了河口三角洲岸線動態平衡的概念,並建立了黃河河口來沙量與造陸面積的相關關系,得出了當河口多年平均來沙量維持在3 . 45億t時其河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河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。
  4. For the low water head water control project at a branching channel, its flood discharge capacity is related not only with the total discharge width but also with the discharge width ratio of the two branches

    摘要位於分汊河段的低水頭樞紐,其泄洪能力不僅與樞紐的總泄流寬度有關,而且與兩泄流寬度之比有關。
  5. 8. a simplified 3 - d natural river flow and sediment transport model is developed based on hydrostatic pressure distribution. the model has been applied to investigate the 3 - d flow and suspended - load transport in nanjing river reach with two branches

    ( 8 )天然三維水流泥沙簡化數值模型,成功地模擬南京某河段水流運動和多分汊河道水沙計算,結果可靠並滿足精度。
  6. Planar 2 - d flow and sediment numerical modeling of branching river

    天然分汊河道平面二維水流泥沙數值模擬研究
  7. Branch channel flow

    分汊水流
  8. Excavating riverbeds in one channel may not only reduce the velocity area in some areas but also increase the velocity in other areas by increasing flow rate in this channel without correspondent changes in riverbeds of rocky rapids. in result, the velocity in waterway may be increased instead of be reduced, the flow condition may also be deteriorated. thus, which branch should be excavated and how to excavate in improving the flow condition of the branch should be further explored

    但在分汊河道內,情況較為復雜,在一河道內採取開挖措施后,雖然其過水斷面有所增加,局部流速相應降低,但是由於工程后,道的流比將會相應變化,而石質河床一般無法通過沖淤變化以適應水流條件的改變,因此,航道內工程處的流速可能降低,也可能不降反而有所增加,惡化了航道的水流條件。
  9. Study on main fork changing place characteristics of branching river course in, idle and lower course of changjign river

    長江中下游分汊河道主支易位特性研究
  10. He has published such thesis as application of monte carlo method for calculating lock base filtration , numerical simulation of three - dimensional turbulent flow in forebay of pumping station , the classification of braided reach by fuzzy clustering, etc

    發表了《用蒙特卡羅方法求解船閘地基滲流》 、 《泵站前池流態的數值模擬》 、 《天然河流分汊河段河型模糊聚類析》等研究型論文。
  11. Using the 1 - d rivernet model calculates the water discharge ratio of the two branches and also duplicates the back - flow in the north branch during flood tide. the 2 - d model with a fine grid is applied to the field of flow in the changjiang estuary and the results are well in agreement with the measured flow

    同時利用河網模型對長江口分汊河段進行一個月的水流模擬,並獲得了長江口南北支流比,復演出北支漲潮時水體倒灌轉流現象,解決了河網模型用於分汊河道潮汐水流模擬的問題。
  12. In terms of the minimum energy dissipation rate theory, the division angle and deflection angle formulas are derived and applications with some topography data of the pearl river delta waterway are introduced. finally, a 2 - d flow model in the orthogonal coordinates is established

    本文從最小能耗率的原理出發,推導分汊河道的流角、偏轉角計算的理論公式,以角度計算公式的變換形式推導流比公式,並介紹了最小能耗率原理的一些其它應用。
  13. There is a river whose streams make glad the city of god, the holy place where the most high dwells

    4有一道河,這河的分汊使上帝的城歡喜;這城就是至高者居住的聖所。
  14. There is a river whose streams make glad the city of god, the holy dwelling places of the most high

    詩46 : 4有一道河這河的分汊、使神的城歡喜這城就是至高者居住的聖所。
  15. [ niv ] there is a river whose streams make glad the city of god, the holy place where the most high dwells

    4 [和合]有一道河;這6河的分汊,使神的7城歡喜;這城就是至高者居住的聖所。
  16. [ bbe ] there is a river whose streams make glad the resting - place of god, the holy place of the tents of the most high

    有一道河。這河的分汊,使神的城歡喜。這城就是至高者居住的聖所。
  17. Two - dimensional flow and sediment mathematical model for typical multi - branched meandering reach in middle and lower reaches of yangtze river

    長江中下游典型分汊淺灘河段二維水沙數學模型
  18. The part of river in anhui stands in the lower of the river and is diverged river. there are a lot of nodes and complex river course

    長江皖江段為長江的下游段,為分汊型河段,磯頭眾多、河道復雜。
  19. With the simplec algorithm, the flow equations are solved. the calculated distributions of water level and velocity well agree with field measurement

    將之應用於長江下游張家洲分汊河段的流場計算,對水位和流速佈作了驗證,驗證結果與現場測量基本吻合。
  20. The extreme effects of sand mining on local deformation of riverbed and evolution of river stretch in typical river sections such as straight river section, river bend and river fork are experimentally studied in micro - scale loose bed hydraulic model

    摘要採用微尺度動床河工模型試驗的方法研究了在順直、彎道與分汊等典型河道不同部位進行大規模采砂對河床局部變形及對河段變形的極限影響。
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