洪水預算 的英文怎麼說

中文拼音 [hóngshuǐsuàn]
洪水預算 英文
flooding routing
  • : i 形容詞(大) big; vast; grand Ⅱ名詞1. (洪水) flood 2. (姓氏) a surname
  • : 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...
  • : Ⅰ副詞(預先; 事先) in advance; beforehand Ⅱ動詞(參與) take part in
  • : Ⅰ動詞1 (計算數目) calculate; reckon; compute; figure 2 (計算進去) include; count 3 (謀劃;計...
  • 洪水 : waterflood; deluge; flood; flowage; torrent; spate; flood water; [義大利] acqua alta洪水泛濫 floo...
  • 預算 : budget1991
  1. It is found that the distributions of flood forecasting errors both in humid or semi - humid region approximately obey the law of normal distribution and the method based on pome is effective for calculating the distribution of flood forecasting errors

    結果表明,我國濕潤和半濕潤地區的報誤差近似服從正態分佈,且採用陽me方法計報誤差分佈是可行的。
  2. Due to issues of dongting lake districts flood composition, the evolution of sediment flow, the river and lake ( r & l ) distribution characteristic as well as the layout of r & l - dredging engineering, the article simulated the model of the dongting lake terrain change by using the gis technology and adopted the limited volumetric method to establish the two - dimensional hydraulics computation model of lake in order to forecast the water level, the flow capacity, the speed of flow and changes of flow field after implemented the project, which have provided the reliable theoretic basis for the decision - making and implementation of renovation for river course, canal and harbor and river course - dredging engineering

    摘要針對洞庭湖區的組成、流泥沙演變、河道湖泊系分佈特點以及河道湖泊疏浚工程布局情況,利用gis技術模擬洞庭湖地形變化,採用有限體積法建立了湖泊二維力學計模型測疏浚工程實施后的位、流量、流速流場變化,為河道、航道港口整治、河道疏浚清淤等工程決策與實施提供了可靠理論依據。
  3. The probability density function of net rainfall relative errors, flood peak discharge relative errors and the time error of the forecasted flood peak are calculated by the model developed

    通過建立報誤差分佈的最大摘模型,計出9座典型報的凈雨相對誤差、峰流量相對誤差和峰現時間報誤差的概率密度函數,並將其概率密度函數曲線與正態分佈曲線進行比較。
  4. Flood forecasting model based on improved recursive least square method

    基於遞推最小二乘改進演法的報模型研究
  5. On the base of multiple function realization of tidal level forecasting of storm - surge, dyke break flood computation, flood inundation area computation and manpower - material dispatch etc. and using fussy policy - decision method, the flood control policy - decision scheme was determined

    並在實現風暴潮潮位報、潰堤淹沒面積和人員物資的調度等多種功能基礎上,運用模糊決策方法,生成長興島防決策方案。
  6. Results show that a three - stepwise weight function correction method is effective and applicable and can be spread in other basins. it can eliminate the outlier of rainfall data and improve the accuracy of flood forecast

    結果表明,採用雨量觀測誤差三步權函數修正法是有效的,能準確剔除雨量資料的粗差,改善雨量資料的合理性,提高報的精度。
  7. Hydrological simulation and hydrological forecasting and regulating, estimation of design flood via design storm ( with particular reference to areas without hydrological data ), urban flood control and urban drainage computation

    文模擬及報調度系統,設計暴雨推設計(特別對于短缺文資料地區) ,城市防與城市排
  8. Dynamic control of the limit water level belongs to non - structural measures of reservoir operation. with the analysis of the cause and rule of flood in the catchments and taking advantage of hydrology and metrology information, the operable method can be obtained which not only satisfies the flood prevention but also takes full advantage of flood resources, and the upper and lower limits of the limit water level are determined with serial hydrology calculation. then, the rule of using the upper and lower limits is put forward to reach a beneficial flood operation with small risk

    汛限位動態控制方法屬於庫風險調度的非工程措施范疇,通過分析流域的成因和庫區降雨及致規律,結合庫的蓄泄能力,積極慎重的利用文氣象報信息,研究既能滿足防要求,又可充分利用資源的可操作性的調度方法,利用文系列的連續演方式推求汛限位的變化范圍,提出使用汛限位上下限的原則,達到風險較小、效益較大的目的。
  9. 3. a new runoff forecasting model, based on the combination of genetic algorithm and neural network, is proposed, which integrate with the strongpoint of genetic algorithm and neural network. the accuracy and the speed of runoff forecasting are effectively improved that offered a new method for solving runoff forecasting problem

    3 .提出了基於遺傳演法的神經網路流量的測模型,該模型綜合遺傳演法和神經網路的優點,有效地提高了測精度和速度,為流量報問題提供了一種新的方法。
  10. People ' s governments of provinces , autonomous regions and municipalities directly under the central government should allocate funds from financial budgets at their level for flood fighting and emergency operations in areas afflicted by catastrophic floods and waterlogging within their administrative regions and for renovation of flood control works destroyed by floodwater

    省、自治區、直轄市人民政府應當在本級財政中安排資金,用於本行政區域內遭受特大澇災害地區的抗搶險和毀防工程修復。
  11. The system possesses the real time correcting function, which can avoid error accumulation and highly increase the forecasting accuracy ; ( 3 ) the flood control system can be multiple - scheme designed, that is, the control schemes can be designed in terms of different control ways for hydro - projects. simulated computation can be carried out to obtain multiple schemes that can be used by the leaders for decision making after risk and consequences estimation, so as to scientifically enhance th

    系統具有實時校正功能,可以避免誤差累積,極大地提高了報精度; ( 3 )防調度系統可以進行多方案設計,即可以根據工建築物不同的調度方式來設計調度方案,並進行模擬調度計,最終生成多個方案,供領導決策,提高了防決策的科學性; ( 4 )系統採用的數據均建立在實時雨情、情、工情和天氣報等數據庫基礎上,報、調度均能做到快速及時。
  12. 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,如計機、信息處理、網路和通訊、系統模擬、人工智慧等技術,建立情自動測報系統,對雨、、工情的掌握,防調度案的制定、選擇和實施都有重要的使用價值,可以大大提高防工程措施的防效能和防汛調度的靈活性,對減少災害具有重要的現實意義和社會經濟效益。鬱江報與調度系統內容豐富,主要有: 1 、系統設計; 2 、系統報模型; 3 、系統實時校正模型; 4 、系統河道演進模型; 5 、系統庫調度模型。
  13. Considering the character of the reservoir ’ s hydrology and flood forecasting in arid areas, in this paper, it is demonstrate that the main principles of irrigation and flood control which is more important, the arid area reservoir flood forecasting activation system are integrated and developed using computer and automatic telemetry technology

    本文針對乾旱區庫的文及防報調度的特點,綜合考慮了乾旱區庫以防為主,兼顧灌溉的特點,利用計機、自動遙測等技術,集成並開發了乾旱區調度系統。
  14. Using flood progress model and the different discharge of feilaixia reservoir, we can calculate in time the water level and discharge of middle - lower reaches of beijiang, thus increase the accuracy of flood forecast and provide the important technical support for the further research on the optimal dispatch method of f lood control system

    其中依據文學和力學相結合的演進模型,可根據飛來峽庫不同的下泄流量,及時計北江中下遊河道的面線和下泄流量,提高了報的精度,為進一步研究防體系優化調度方法提供極其重要的技術支撐。
  15. The class definitions and knowledge rules are delineated. at the same time, inference engine is given. by use of visual rule studio, a hybrid expert system shell, as an activex designer under microsoft visual basic 6. 0, a software system of watershed hydrology forecast models is developed successfully and integrated into reservoir flood control system

    利用visualbasic面向對象的編程技術和其他計機技術如大型數據庫開發技術,結合商業軟體visualrulestudio ,成功地開發了流域報模型知識管理軟體系統,並將其集成到現有的調度系統中。
  16. Finally, by using of the mathematical model, it is calculated and predicted the effect of the different tongguan riverbed elevations as well as the different conditions of incoming water and sediment on the variance of the flood elevation and the tend of aggradation and degradation of the lower weihe river bed. it is answered quantitively the lessening extent of sediment silt and the decreasing extent of the flood elevation of the lower weihe river after 14 years on two different incoming water and sediment conditions with three different tongguan elevations, respectively 328m, 327m and 326m. these results supply important references to the planning of flood control and comprehensive regulations of the weihe river basin

    最後用驗證后的數學模型對不同沙系列、不同潼關高程( 328m 、 327m 、 326m )下渭河下游的沖淤趨勢和位的變化進行了測計,從定量上回答了潼關高程從328m降至327m (相當于潼關高程降1m )和潼關高程從328m降至326m (相當于潼關高程降2m )時,渭河下游14年之後各河段的減淤程度以及不同流量級位的降低幅度,這些成果對于渭河下游防治理規劃的制定具有重要的參考價值。
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