黃河浪 的英文怎麼說

中文拼音 [huánghélàng]
黃河浪 英文
he-lang huang
  • 黃 : Ⅰ形容詞（像絲瓜花或向日葵花的顏色） yellow Ⅱ名詞1 （指黃河）short for the huanghe river:黃泛區the...
  • 河 : 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...
  • 浪 : Ⅰ名詞1 （波浪）wave; swell; billow; breaker 2 （像波浪起伏的東西） things undulating like waves 3...
  • 黃河 : the huanghe river; the yellow river黃河流域 the huanghe valley; 黃河三角洲 the huanghe delta
  1. Study on the tourism environmental capacity of water beauty spot

    黃河小浪底水庫風景區旅遊環境容量研究
  2. Influence of huanghe xiaolangdi reservoir storing water on submergence of xinan coal mine

    黃河小浪底水庫蓄水運行對新安煤礦淹沒影響
  3. In the former researches, scholars mainly studied following static aspects : topography and geomorphy, ocean hydrodynamic condition and soil engineering features. there is a lack of researches on the heterogeneity of sediment strength and the regular distributing characteristics

    在過去的研究中，人們主要對黃河三角洲的形貌特徵、海洋動力條件、土體工程特性進行了靜態的研究工作，而對于波浪導致的土體強度的非均勻化及空間分佈上的規律缺少研究。
  4. In order to eliminate the hidden trouble caused by storm runoff erosion, the mechanism of the storm runoff erosion on the slope surface of the yellow river dykes has been studied in this thesis. through the simulation rainfall experiments and field observations, the formation mechanism of storm runoff scouring, rills and sockets have been opened up. meanwhile the possible control measures have been suggested

    為了防治黃河大堤由於暴雨徑流沖刷造成的不安全隱患，本文針對黃河大堤上的暴雨徑流侵蝕進行了實地設站觀測及室內模擬降雨侵蝕試驗，通過揭示大堤暴雨沖刷過程機理，查清水溝、水穴（浪窩）等的成因，提出相應的防治對策。
  5. One highlight is rafting on the yellow river in summer, which is reputed as " a breathtaking romance "

    尤其是夏天乘橡皮舟搏擊中流的黃河漂流，被譽為「有驚無險的浪漫，神奇之旅」 。
  6. To reduce deposition in the lower yellow river is one of main development tasks in xiaolangdi reservoir

    減少黃河下遊河道淤積是小浪底水庫的主要開發任務之一。
  7. Initial analysis for henan yellow river xiaolangdi landscape regin planting plan

    河南黃河小浪底風景區綠化規劃探析
  8. Comprehensive control strategies for locust disaster in beach land of xiao langdi reservoir along the yellow river

    黃河小浪底水庫灘地蝗災綜合防治對策
  9. Through analyzing at present situation of civil construction industry of our country, the author discloses some current problems and brings out a few methods and measures for resolving these problems. taking the case of contract management and claims of yellow river xiao lang di dam project as an example, author illustrates again the importance for enterprises in our country to establish modern business enterprise system and run project according to international codes and customs

    論文最後通過黃河小浪底水利樞紐工程中合同管理與索賠這一具體案例的分析，再一次證明了只要我國的工程建設主體按現代企業制度進行管理，真正實現與國際慣例接軌，嚴格實施項目業主負責制、建設監理制、招標承包制，按照fidic合同條件進行項目管理，採取措施保證監理工程師的地位和權利，並不斷提高監理工程師的水平，我國的工程項目管理水平將會得到更大提高，工程項目在建設周期、工程質量和投資控制等方面均會收到理想效果。
  10. 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，通過對丹江口水庫和小浪底水庫攔沙初期下遊河道演變、排洪能力變化特點的對比，分析了黃河下游防洪面臨的新形勢:小浪底水庫攔沙初期，下遊河道發生沖刷，但艾山以下窄河段沖淤變化不大，近年來形成的淤積萎縮的狀況難以很快改觀，游蕩性河段調整劇烈，工程出險機遇增大，河道水位流量關系中水流量以下部分同流量水位明顯降低，中水流量以上部分水位降低幅度可能會明顯偏小，防洪形勢仍不容樂觀。
  11. Characteristics of scoring and deposition of the lower yellow river since operation of xiaolangdi reservoir

    小浪底水庫運用以來黃河下游沖淤調整特點
  12. Owner s management in xiaolangdi resettlement preject

    黃河小浪底移民安置實施與管理
  13. Trend analysis on water quality of xiaolangdi reservoir of yellow river

    黃河小浪底水庫水質趨勢分析
  14. When xiaolangdi project completed and put into orperation, the inflow of water and sediment condition will be changed because of the regulation of the reservoir. especially the initial 14 years, the reservoir will hold up sediment and release clear water, which may affect the river sections in henan province, especially the wandering sections. it will result in changes of flow state and endangering the water works, because the longitudinal addend by scouring and lateral slope failure

    小浪底水庫建成運用后，通過水庫的調水調沙，改變了黃河下游的來水來沙條件，尤其是運用的前14年處于攔沙期，下泄清水，對河南河道的影響最為劇烈，對游蕩性河段的河勢變化將產生很大影響，河道縱向沖刷下切，橫向灘岸坍塌，工程出險將大量增加。
  15. According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads, and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall. pujialiu and yu yuzhou from water and electronic engineering of qinghua university, according to the result of three axes, define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi, yellow river accept the total stress programme of thepd dam, and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one. at same time, we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not

    地下連續墻是一種歷史較短的施工方法，目前，砼防滲墻的設計還是以傳統的設計方法為主，根據查找國內外文獻資料，華東建築設計院王衛東利用地下連續墻與樁在豎向荷載作用下的工作性能有相似性，將適用於樁基的poulos彈性理論引入對地下連續墻的沉降計算中；清華大學水利水電工程系濮家騮、于玉貞根據三軸試驗結果確定混凝土的參數，利用非線性e - b模型，結合黃河小浪底土石壩設計剖面，採用thepd土石壩總應力程序，對深覆蓋層塑性混凝土防滲墻的應力、位移進行有限元分析，並與普通混凝土防滲墻計算結果加以對比，同時分析了不同配比塑性混凝土特性的影響，並採用應力水平和拉應力數值來判斷塑性混凝土防滲墻的安全程度。
  16. The suitable study area that is natural laboratory and has representative will be selected in the dissertation, a series tests of in - site and laboratory have been carried through in the year of 1999 and 2002, the response process of soil in wave load are tried to be disappeared

    本學位論文在黃河口選擇典型研究區作為天然試驗室，從1999年至2002年進行系統的現場和室內試驗，試圖發現土體對波浪作用的變化響應過程，這是本論文的另一立論依據。
  17. Combined with the full scale models tested in - situ of prestressed concrete penstock with double circle unbonded strands and single circle bonded strands of xiaolangdi multipurpose dam project of yellow river, the advantages and disadvantages of two different prestressed systems are analyzed, the concrete stress distributions of the prestressed concrete penstock are induced and summarized during the whole tensioning strands stage. the consistence among the test results, the theory calculating and the three dimensional finite element analysis is proved. therefore, the theoretical method of prestressed concrete penstock is feasible

    結合黃河小浪底水利樞紐工程在施工現場進行的採用雙層雙圈環形無粘結預應力鋼絞線和單圈有粘結預應力鋼絞線對排沙洞襯砌混凝土施加預應力的1 ： 1模型試驗，對比分析了兩種后張預應力施工體系的優劣，歸納總結了預應力筋束張拉過程中預應力混凝土壓力管道結構管壁混凝土的內力分佈規律，驗證了模型試驗實測數據、理論計算和三維有限元分析結果的一致性，確定了預應力混凝土壓力管道理論計算方法的可行性。
  18. The solidity dykes is the basic guarantee. with the heightening of the dykes of the yellow river every year, it became higher and steeper. there are many rills and puddles on the dyke slopes

    由於黃河大堤逐年加高，大堤形成了高且陡的土坡，每逢暴雨後，在黃河大堤堤坡和戧坡區常有條條水溝以及戧臺區的、水穴（浪窩） 。
  19. Complicated hydrologic and geographic conditions, and the large scale of the xiaolangdi hydraulic project on the yellow river are introduced briefly. three desilting tunnels are designed to meet the requirements of flood control, sediment discharge and runoff regulation. according to the performance requirements of desilting tunnels, the tunnel lining down - stream of the grouting curtain is designed to be post - tensional prestressed lining. on the basis of investigation and research, experiements and analysis, the unbonded prestressing system is used. it is the largest unbonded prestressed tunnel lining project in the world, and the first one in china

    簡介黃河小浪底水利樞紐復雜的水文、地質條件以及龐大的工程規模.該樞紐設計有3條排沙洞，擔負著泄洪、排沙、調節徑流和保證進水口不被泥沙淤堵的任務.根據排沙洞的水庫運用要求，灌漿帷幕下游排沙洞洞身段設計為混凝土后張預應力隧洞.通過大量的調研、試驗、分析論證，在施工前確定該預應力方案選用無粘結預應力系統，成為目前世界上規模最大的無粘結預應力隧洞襯砌工程，在國內尚屬首例
  20. There have been great changes of boundary conditions in the lower yellow river in recent years owing to the influence of water and sediment development and human activities

    小浪底水庫投入運用后，黃河下游在較長時期內受下泄清水影響，河道沖淤演變及排洪能力將會發生較大的變化。
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