水庫容 的英文怎麼說

中文拼音 [shuǐróng]
水庫容 英文
reservoir capacity
  • : 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...
  • 水庫 : reservoir水庫岸防護林 reservoir bank protection forest; 水庫測量 reservoir survery; 水庫出流量 ou...
  1. Study on the tourism environmental capacity of water beauty spot

    黃河小浪底風景區旅遊環境量研究
  2. So according to the technology regulation of reclamation engineering, hydraulic calculation must be carried out in the design of final closure. this paper firstly introduces the progression and present situation of reclamation engineering, emphasizing on the features of present reclamation and on the experiences and theories of home and abroad ; using fortran perfects the hydraulic calculation program of the closure and makes the program to meet different conditions ( such as considering flood, the variation of time interval, multi - entrance, multi - reservoir capacity ), and after comparing and analyzing a great deal of schemes, the reasonable computation scheme was brought up ; the interface of the program was carried out by the programming language vb to make the process of calculation become easier and more distinct, so the result can be analyzed and handled more directly ; vb is used in the later management of the result to plot the graphic chart of the isoline of the maximum of hydraulic element ( the velocity of flow, the drop height and the rate of flow ) automatically ; finally it was applied in the reclamation project of dongbidao of fuqing

    本文首先介紹圍海工程的發展進程與國內外圍海的開發現狀,重點介紹了我國目前圍海工程的特點及在圍海工程實踐中積累的經驗和理論;利用fortran語言完善堵口工程龍口力計算程序,使程序可以滿足圍海工程復雜工況下(如考慮內港洪、計算時段的變化、多口門、多、多閘)的龍口力計算,並進行大量方案的比較和分析,提出合理計算方案;利用面向對象的可視化編程語言vb進行界面開發,使計算過程有良好的人機界面,更直觀地對計算結果進行分析和處理;計算結果的后處理採用vb編程實現龍口力要素最大值等值線圖的繪制;並運用所編軟體對福建省福清市東壁島圍墾工程進行龍口力計算,為堵口合龍提供科學依據。
  3. These measures include : rehabilitation of vegetation with preserving soil and water on the eroded infertile soils, the entrance to “ soil reservoir ” dredged by controlling with different eroded soil types, using “ soil reservoir ” of the upper reaches of the yangtze river bigger much more than the reservoir of the three gorges

    充分調用「土壤」實現長江流域防洪減災的措施應包括建立保土保的地表植被系統,分類整治侵蝕劣地土壤,疏浚入滲「土壤」的通道,以及重視調用一個比三峽大得多的「土壤」 。
  4. It divides the main vegetation of the headwater region of huangpu river into 4 categories based on field survey and observation and methods of factor analysis and systematic cluster analysis and according to the degree of soil and water conservation function : deciduous trees and shrubs are category 1 which shows very strong soil and water conservation function ; tea plantation, grasslands and pine trees are category 2 which has stronger function ; the category 3 is moso bamboos and broadleaved evergreen trees which have stronger permeability and erodibility, but the permeable performance is not outstanding, the capacity of soil moisture storage common and soil and water conservation function moderate and ; the category 4 is uncovered land where the soil and water conservation function is very weak and its permeability, erodibility, erosive resistance and soil moisture storage capacity are all notably smaller than that of the other lands

    摘要在野外調查、實測的基礎上,採用因子分析、系統聚類分析的方法,根據土壤層土保持功能的強弱,將黃浦江源區主要植被類型分為4類:落闊林、灌木林為第一類,表現出很強的土保持功能;茶園、草地、松林為第二類,土壤土保持功能較強;毛竹林、常綠闊葉林表現出較強的抗蝕性和抗沖性,但滲透性能並不突出,土壤貯能力也一般,土保持功能中等,為第三類;裸露地土保持性能很差,單獨作為第四類,其滲透性、抗蝕性、抗沖性、土壤水庫容都顯著小於其他各樣地。
  5. The power station is diversion type power station of low gate dam with a normal storage level of 1268. 0 m, a highest gate dam level of 31 meters and a reservoir capacity of 2, 974, 000 cubic meters, the length of diversion tunnel of which is 19. 57 kilometers, installed capacity is 360mw futang power station is constructed on the basis of deep and thick overburden, the foundation of which mainly consist of five overburdens which, in general, belong to multiple, complex foundation

    福堂電站位於四川省阿壩藏族羌族自治州汶川縣境內的岷江河段上,電站為低閘引式開發。正常蓄位1268 . 0m ,最大閘高31m ,297 . 4萬m ~ 3 ,引隧洞長19 . 57km ,裝機360mw 。福堂電站閘壩建於深厚覆蓋層基礎上,基礎主要存在五大覆蓋層,總體屬于多層復雜地基。
  6. Preliminary analysis of dry density of silted material in tgp reservoir in initial period

    三峽淤積物初期干重試驗初步分析
  7. Study on distribution and calculation method of reservoir sediment dry bulk density

    淤積泥沙干重分佈規律及其計算方法的研究
  8. When the model is applied to a historical dam - break flood, the computational results agree well with hydrographic station records and flood tracking investigation

    依據量平衡原理及流連續性條件,建立了支流蓄泄關系和支流倒回灌數學模型。
  9. The conditions at the so-called plunge point, where the river inflow disappears beneath the surface of the reservoir, are especially difficult to define.

    所謂匯入點,即該處河道入流在面之下消失的那一點,其條件特別不易定出。
  10. 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

    黃河取工程的布設要考慮工程所處河段的地質文等諸多因素。如該河段上下游,泄流量、河道沖刷、淤積、河床形態、流形態、冰塞、河段上游的支流匯入、洪峰、沙峰的大小、河道行洪能力的大小、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。
  11. For the reasons of accumulated soils and sands and the amount of precipitation, the volume in the reservoir is dynamic. if the volume in the reservoir is not dispatched correctly, it will result in the overflowing of the dam bank of the reservoir, even in the collapsing of the darn

    又是調度不可忽視的問題,而又與的橫、縱斷面、位、深有關,由於泥沙淤積、降量多少等原因,量是動態的,不對量正確調度,會在大洪時,造成堤壩漫溢甚至垮壩。
  12. The application to qingjiang cascade hydropower plants shows that the proposed model can give the controlling rules for optimal dynamic flood storage and elevates the efficiency of reservoir system management and utilization of flood water

    該模型應用於清江流域梯級,計算結果表明,在不降低及梯級原有的防洪標準前提下,能有效利用上游布埡的防洪,分擔隔河巖部分防洪任務,並顯著提高梯級發電量。
  13. But for the reservoir water - supply system, the reservoir whose oam cost is low and flow into the reservoir is more may be selected to be taken advantage of the storage capacity of this kind of increase to regulate some water yield more and in order to substituting the water supply of the other water supply projects whose oam cost is comparatively higher, so that to achieve the goal of the oam saved, that is to say, that can utilize this regulation capacity increased of the reservoir to optimize operation between the raw water systems so that to save the oam of the system. namely, it can obtain a certain economic benefits to utilize this kind of difference between water supply ability and reality water - using levels existing for a long time

    從長春市供系統長期規劃和目前供現狀研究得出,在目前和今後的長時期內長春市供系統的供能力總是大於實際用平。這種長期存在的差別對松花江供只意味著減少抽量。但對工程供系統則可挑選運行費用低的、入量較多的某個,利用這種增加的調節多調節出一些量,以替代運行費用較高的供工程的供
  14. Building non - point source pollution spatial database of the three - gorge reservoir area can not only know about the background, status and rule of non - point source pollution and assessing non - point source critical area and calculating pollution load but also provide the scientific dependent for bringing forward quantity control goal and establishing control stratagem of non - point source pollution of the three - gorge reservoir area

    建立三峽區農業面源污染空間數據不僅可以查清三峽區農業面源污染的背景狀況、現狀、規律和三峽體污染現狀及其量,進行危險性評價,確定三峽體的污染負荷,而且可以為提出三峽區面源污染物總量控制目標並制定三峽區農業面污染控制戰略提供科學依據。
  15. Preliminary studies suggest that the mutual relations of the security, economic and risk should be adjusted and made into organic unity during determination of design flood standards for construction, the concepts on the cascade exploitation of the river should be transferred from flood control to flood management, the design flood standards for construction at the initial, middle and later stages of high dam projects should be driven up gradually according to reservoir capacity

    初步研究認為,在施工洪設計標準選擇時,應處理好安全、經濟和風險相互之間的關系,以達到三者有機的統一;在梯級開發河流上應實施從施工洪控制到施工洪管理的觀念轉移;高壩大工程的初期、中期、後期三個時段的施工洪設計標準應根據等指標逐步抬高。
  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,通過對丹江口和小浪底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,防洪形勢仍不樂觀。
  17. The characteristic of public benefit determines that the reservoir water supply contract has special nature in contract party, terms, performance of contract and contractual liability

    的公益性使合同在合同主體、內、履行、免責事由上都具有獨特性。
  18. Upon completion it would have a capacity of 37. 3 billion gallons. this was 3 times the total capacity of all the existing reservoirs

    建成后水庫容量達373億加侖,為當時全港各塘總量的三倍。
  19. Qualitative analysis on the effect of flood control and engineering safety -, seizing lots of water conservancy effective adjust storage. then making water level risen and reservoir backwater enlarged in the same flow level ? effect on beach and the buildings across river, soil salinization caused by flow from a lower to a higher place and unsmooth groundwater drainage destroy of travel resource caused by disorder enclose tideland for cultivation in reservoir silt up flood plain are given, then presents enclose tideland for cultivation dyke is important cause which water level rise in reservoir

    本文從青銅峽泥沙淤積入手,分析泥沙淤積特性和區圍墾堤開發利用淤積灘地的現狀,對防洪安全及工程安全的影響、侵佔大量的有效調蓄、造成同級流量下位抬升上延、對沿岸及過河建築構成影響、因位抬升致使區周邊灌區地下不暢乃至倒灌而造成土地鹽堿化、對區大量淤積灘地無序圍墾造成旅遊資源破壞等五方面影響的定性分析,提出區圍墾堤是位抬升的重要原因。
  20. And the possibility of dongjiang water supplying to hong kong through the mountains stretching between the two places became hydrologically feasible. this reality was brought about both by modern technology and, the most important of all, the mainland friendly diplomacy - stemming from that the mainlanders and hong kong people had the same blood flowing in their veins

    1960年6月在量達139億立方米的廣東省新豐江建成后,東江系流域流量得到調節,東江之越山來的計劃,在現代技術的協助及中國政府的中港血脈相連的外交政策底下,得以落實。
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