防洪庫容 的英文怎麼說

中文拼音 [fánghóngróng]
防洪庫容 英文
flood control capacity
  • : Ⅰ動詞(防鷥) provide against; defend against; guard against Ⅱ名詞1 (防守; 防禦) defence 2 (堤...
  • : i 形容詞(大) big; vast; grand Ⅱ名詞1. (洪水) flood 2. (姓氏) a surname
  • 防洪 : flood protection; flood control; prevent or control flood
  1. In using the fuzzy optimization, the paper separately computes the subordinative degree of the storage capacity that is opposite to the main high - water season in every stages, and then, determines the present storage capacity

    在模糊演算法中分別計算各個時段相對于主汛期防洪庫容的該時段的隸屬度,然後確定該時段的
  2. 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「土壤水」實現長江流域減災的措施應包括建立保土保水的地表植被系統,分類整治侵蝕劣地土壤,疏浚入滲「土壤水」的通道,以及重視調用一個比三峽水大得多的「土壤水」 。
  3. 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

    黃河取水工程的布設要考慮工程所處河段的地質水文等諸多因素。如該河段上下游水,泄水流量、河道沖刷、淤積、河床形態、水流形態、冰塞、河段上游的支流匯入、峰、沙峰的大小、河道行能力的大小、周圍工程的影響及對周圍環境和第三人合法權益的影響等等。
  4. 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水,計算結果表明,在不降低水及梯級原有的標準前提下,能有效利用上游水布埡水防洪庫容,分擔隔河巖水部分任務,並顯著提高梯級水發電量。
  5. Effect of tributary reservoir capacity on flood risk in protected area

    支流防洪庫容區的災風險影響研究
  6. Aim at ubiquitous parallel multi - reservoir structure in our country ' s basin, the universal objective function including coefficient bi embodying a spatial significance difference at different flood control points and variable ai denoting a selection of scheduling mode is established, which provide a valid intervenor interface for flood control consultation decision. according to the real - time requirement, a model of reservoir storage allocation is proposed, which embody basic idea of phasic compensation. passing the dynamic correction to cut down the disadvantageous influence that indetermination result in on the certain degree, joining together the step alternation solving method, this model can maximally consider bias of decision makers, ensure the rationality and practicability of the solutions

    針對我國流域中普遍存在的並聯群結構,論文提出包含不同點重要性的系數_ i和選擇調度模式的變量_ i的通用目標函數,為會商決策,提供了有效的人工干預介面,根據實時性要求提出動態分配防洪庫容分配方法,體現了相機補償的基本思想,通過動態修正在一定程度上可以削減不確定性造成的不利影響,結合分步迭代求解技術,能最大限度體現決策者的偏好,保障解的合理性和可操作性。
  7. 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,通過對丹江口水和小浪底水攔沙初期下遊河道演變、排能力變化特點的對比,分析了黃河下游面臨的新形勢:小浪底水攔沙初期,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,形勢仍不樂觀。
  8. 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

    本文從青銅峽水泥沙淤積入手,分析水泥沙淤積特性和區圍墾堤開發利用淤積灘地的現狀,對安全及工程安全的影響、侵佔大量的有效調蓄、造成同級流量下水水位抬升水回水上延、對沿岸及過河建築構成影響、因水位抬升致使區周邊灌區地下水排水不暢乃至倒灌而造成土地鹽堿化、對水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,提出區圍墾堤是水水位抬升的重要原因。
  9. To prevent flood, adopting non - project measures is feasible and efficient marching measures in recent years in most of counties, adequately utilizing modern science and technology such as computer, information processing, net and communication, system emulation, artificial intelligence and so on to build system that can automatically survey and forecast water information, now plays a important role in grasping the information of rainfall, water and project, in making and selecting preliminary draft of flood control and dispatch, which can greatly raises the efficiency and flexibility of flood control, and has important realistic significance and social economic benefits in minimizing flood disaster

    充分利用現代科學技術,如計算機、信息處理、網路和通訊、系統模擬、人工智慧等技術,建立水情自動測報系統,對雨、水、工情的掌握,調度預案的制定、選擇和實施都有重要的使用價值,可以大大提高工程措施的效能和汛調度的靈活性,對減少水災害具有重要的現實意義和社會經濟效益。鬱江水預報與調度系統內豐富,主要有: 1 、系統設計; 2 、系統水預報模型; 3 、系統實時校正模型; 4 、系統河道水演進模型; 5 、系統水調度模型。
  10. The reasons of wreckage of the reservoir are as follows : the inadequate, inefficient and outdated information about the reservoir, the lower anti - flood standard and the supervisor ' s ignorance of the reduction of reservoir capacity owing the a accumulated soils over years. so setting up the 3d model of danjiangkou reservoir : and mastering relevant information on water resources matter significantly not only to the dispatch and regulation of danjiangkou reservoir, but also to the forthcoming project of " water in the south to the north "

    失事的原因多為:水文資料不足和未及時掌握水有關的水文資料,信息滯后,選用的標準偏低;運行多年,內泥沙淤積使有效大幅度減少而管理者對此又未及時掌握等。可見建立丹江口水三維模型,及時掌握有關水文資料,不僅對丹江口水的調度和管理,而且對即將實施的南水北調都有著深遠的意義。
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