河流的改道 的英文怎麼說

中文拼音 [liúdegǎidào]
河流的改道 英文
the diversion of a stream one's thoughts
  • : 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動1 (液體移動; 流動) flow 2 (移動不定) drift; move; wander 3 (流傳; 傳播) spread 4 (向壞...
  • : 4次方是 The fourth power of 2 is direction
  • : Ⅰ動詞1 (改變) change; transform 2 (修改) revise; alter; modify 3 (改正) rectify; correct 4 ...
  • : 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) ...
  • 河流 : rivers; stream
  • 改道 : 1. (改變旅行路線) change one's route; rechannel 2. (河流改變經過的路線) (of a river) change its course
  1. Based on 2m contour of surveyed bathymetry from 1976 to 1999 and mean - high - tidal line distracted from remote sensing images acquired by landsat - 5 tm from 1976 to 2000 respectively, quantitative analysis about alluvion and erosion as well as the relationship between accretion of modern yellow river delta and the water and sediment discharge of yellow river is made, and the results indicate the mean - high - tidal level is more effective than 2m contour of the bathymetry. it is found that the accretion of modem yellow river delta is becoming less and less, what ' s more, erosion is even more than alluvion in some recent years. diaokou promontory has been eroded seriously since yellow river changed its course in1976

    以一般高潮線反映現代黃三角洲沖淤演變時,從1976年黃清水溝路入海到2000年,整個黃洞三角洲凈造陸201 . 5km ~ 2 ,淤積有逐漸變慢趨勢,甚至出現凈蝕退年份;刁口嘴大量蝕退,蝕退速率開始快速,后來逐漸變慢;清水溝嘴大量淤積,淤積速率開始迅速,后來逐漸變慢,甚至出現凈蝕退;清水溝嘴南側到支脈溝一段岸線與刁口嘴以西到灣灣溝一段岸線基本穩定。
  2. As a result, vulnerable ecological environment is showed with the ecological bearing capacity in middle reaches of hetian river. in the view of the features of landscape pattern in the middle reaches of hetian river, the landscape protection principles of development, harmonization and reality and ecological landscape construction principle including adapting nature, mutualism, adjusting ecosystem and meliorating function, local regulation and whole " harmonization are put forward

    A ,指出區域內生態環境質量在提高,但依舊無法脫離荒漠生態體系,是一種極其脆弱生態環境。針對和田中游地區景觀生態具體特點,提出了發展、協調、現實景觀保護原則以及適應自然、共生互利、調整結構,善功能、局部控制與整體協調景觀生態建設原則,相應地制定出建設、綠色植被建設以及綠洲建設景觀生態建設途徑
  3. 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川中丘陵地區為試點研究區,繪制了該地區新模型參數等值線圖,率定了不同設計頻率正系數,使設計者只需在地形圖上獲取集水面積,平均坡降和域形狀系數,在參數等值線圖上查得橋涵所在地相應參數,使用計算器即可迅速計算出設計量,大大縮短了設計周期,且精度較高,設計洪水量一般低於傳統方法,從而可減小橋涵跨徑,節省投資。
  4. A day kayaking that river revealed disappointingly little in the way of potential ivory - bill habitat, so his team decided to shift to the choctawhatchee

    在象牙喙啄木鳥可能棲息地漂一天後結果只有失望.於是他們決定查克托哈奇
  5. 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

    經對多個整治方案模擬計算與分析,表明漏水口子整治採用分魚嘴工程和南汊固床工程相結合整治工程措施是合理可行,通過模型計算研究還提出了南汊固床工程採用復式斷面形式進方案建議,該方案保證了南汊枯期通航和不斷,而且對南汊及撫遠鎮保護具有正面作用。
  6. In this paper, river water quality prediction is integrated with water pollution control measures. two parameters, water environmental capacity and pollution index are selected for pollution control measures. the objective is achieved after the development of simulation model using one - dimensional advection dispersion equation. the model algorithm and computer program is an improvement over the existing water quality models, since the model solution involves four point implicit upwind schemes for water quality prediction and pollution control measures at each grid point. model simulation results the assessment of water environmental capacity that yield the acceptable and realistic pollutants concentration in order to maintain water quality objectives. the pollution and overall pollution index of the river is suggested for integrating number of contaminants variables into one index. study provides the mathematical and scientific procedure for water quality management. the new approach is helpful for the water pollution control and to study the impacts of waste effluents on the river system for strategic planning purposes

    本文將水質預測及水污染控制措施有機地結合,選取水環境容量和污染指數作為水污染控制參數.這樣,一維對-擴散水質方程求解除就是實現本研究目關鍵.本研究採用模型在現有水質模型基礎上有所進,因為其採用四點隱格式對水質進行預測,推求可接納污染物環境容量值及為保證水質而限定污染物濃度值,從而制定相應水污染控制措施.為整體考慮各種污染物情況,建議採用污染指數進而推求綜合污染指數.總之,本研究為水質保護提供了科學計算方法,該法對水污染控制及污水對水質影響是實用有效
  7. Abstract : in this paper, river water quality prediction is integrated with water pollution control measures. two parameters, water environmental capacity and pollution index are selected for pollution control measures. the objective is achieved after the development of simulation model using one - dimensional advection dispersion equation. the model algorithm and computer program is an improvement over the existing water quality models, since the model solution involves four point implicit upwind schemes for water quality prediction and pollution control measures at each grid point. model simulation results the assessment of water environmental capacity that yield the acceptable and realistic pollutants concentration in order to maintain water quality objectives. the pollution and overall pollution index of the river is suggested for integrating number of contaminants variables into one index. study provides the mathematical and scientific procedure for water quality management. the new approach is helpful for the water pollution control and to study the impacts of waste effluents on the river system for strategic planning purposes

    文摘:本文將水質預測及水污染控制措施有機地結合,選取水環境容量和污染指數作為水污染控制參數.這樣,一維對-擴散水質方程求解除就是實現本研究目關鍵.本研究採用模型在現有水質模型基礎上有所進,因為其採用四點隱格式對水質進行預測,推求可接納污染物環境容量值及為保證水質而限定污染物濃度值,從而制定相應水污染控制措施.為整體考慮各種污染物情況,建議採用污染指數進而推求綜合污染指數.總之,本研究為水質保護提供了科學計算方法,該法對水污染控制及污水對水質影響是實用有效
  8. The main problems in waterway regulation on branching rapids of mountain rivers are choosing navigation paths and improving flow condition

    山區石質汊急灘航整治主要解決選擇通航汊善航條件問題。
  9. A 2 - d hydrodynamic - numerical model was applied to typical rocky rapids called jiyutan by comparing different computational models. based on the comparison of different schemes, the change of the discharge and the flow current in a branch were analyzed, and the relationship between the flow condition and excavation area, scope as well as mode was discussed, the conclusions show : ( 1 ) in a branching rocky rapids, the velocity may be reduced and flow condition can be improved by excavating one channel partly

    本文在對各種數學模型比較基礎上,應用二維水動力數學模型研究典型石質汊灘? ?廣西潯江鯽魚灘航整治工程方案,通過各方案計算結果比較,分析了不同汊開挖及汊內不同開挖面積、開挖范圍以及開挖方式所引起比及工程區域航水力條件變化規律,研究結果表明: ( 1 )對于石質汊灘來說,在某一汊通過局部開挖槽,擴大過水斷面面積,可以達到降低工程段速、善局部水條件
  10. This paper summarize the estuary sediment management methods also, analyze and the following aspects and give evaluations : estuary dredging and lead the flow, lead water to scour the river channel, build the xihekou reservoir, estuary gate deposition management, dike reinforced etc

    本文還對口泥沙處理途徑和措施進行了概括總結,對口疏浚與導、引海水沖刷、建設西口水利樞紐、攔門沙治理、人工有計劃和出漢、加高堤防和加固防護工程和挖固堤工程等進行了分析評價。
  11. River dynamics and flood events are the key - factors for the conservation and restoration of tugai forests

    洪水和就是保護胡楊林核心因素。
  12. The scheme to divert the river has come to a full stop because of lack of money to finish it

    使方案已完全停止,因為沒有錢來完成這一方案。
  13. River courses without dynamics replenish the groundwater and thus sustain existing tugai vegetation

    沒有可保持一定地下水位,而保持已經存在胡楊林。
  14. River course stretches with still prevailing river dynamics, i. e. iminq ? k, should become core zones for the conservation of tugai forests

    保持段(如移民且克)應該作為保護胡楊林核心區。
  15. The freshwater habitats around the rivers and streams have been severely modified by, for instance, the construction of large dams and physical alterations of river flow by straightening and deepening of river courses

    另一方面,淡水生境亦屢遭修築大壩及水監控等工程動。現時大部分水已不適宜飲用,土壤亦受污染。
  16. He actually purchased the farm my father was raised on. there was a large gorge that ran through this farm. the river had changed course and taken all the dirt away and then when it changed course, it created a huge island and there were several acres of soil that could be planted and harvested, but there was this incredible crevasse which kept them from doing that

    伯伯在農場會做一件事,事實上那農場是他向祖父買下來,爸爸也在那兒長大祖父決定要把橫跨農場一條溝填平,導致巨大谷峽谷形成,裏面沒有泥土,水把泥土都帶走了,它時形成了一個巨大島嶼,那裡有好幾
  17. 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

    但在分汊內,情況較為復雜,在一汊內採取開挖措施后,雖然其過水斷面有所增加,局部速相應降低,但是由於工程后,汊比將會相應變化,而石質床一般無法通過沖淤變化以適應水條件變,因此,航內工程處速可能降低,也可能不降反而有所增加,惡化了航條件。
  18. Based on tiansha river water diversion flow strengthen project in jiangmen, the hydraulics and water quality characteristics in tidal rive networks have been simulated numerically. zero - dimensional and one - dimensional hydraulic models have been applied. this paper presents the concept of roughness optimization

    採用零維及一維水力模型,結合江門市天沙引水增工程項目,對感潮水力水質特性進行了數值模擬,提出糙率優化概念,為感潮納潮沖污,善水環境提供了理論依據。
  19. The fairview park nullah was graded bad in 2005, mainly because its catchment area has been reduced after water from ngau tam mei began to be diverted into the kam tin river in 2002

    2005年,錦銹花園明渠水質等級被評為惡劣,主要是因為2002年牛潭尾至錦田引致量減低。
  20. The branch of the yellow river has been diverted from its cou - rse to a new channel

    這段支轉入新
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