計算潮位 的英文怎麼說
中文拼音 [jìsuàncháowèi]
計算潮位
英文
computed tide height- 計 : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
- 算 : Ⅰ動詞1 (計算數目) calculate; reckon; compute; figure 2 (計算進去) include; count 3 (謀劃;計...
- 潮 : Ⅰ名詞1 (潮汐; 潮水) tide 2 (比喻大規模的社會變動或運動發展的起伏形勢) (social) upsurge; cur...
- 位 : Ⅰ名詞1 (所在或所佔的地方) place; location 2 (職位; 地位) position; post; status 3 (特指皇帝...
- 計算 : 1 (求得未知數) count; compute; calculate; reckon; enumerate 2 (考慮; 籌劃) consideration; pla...
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The bay model complements the first by using a very fine grid to resolve those geographic features such as bays and inlets at which storm surge observations are absent and where storm surge information is required as design parameters for coastal structures such as embankments
而港灣風暴潮模式的覆蓋范圍較小,這模式利用一套非常密集的網格點來計算出例如港灣和河口等地理位置的風暴潮資料以補開闊海岸模式的不足。Study achievement appears as following aspects : ( 1 ) yellow river estuary gate river flow and tide flow mixed area is not keep standing deposition status, on special income water and sediment conditions, boundary conditions and oceanic power conditions, this area may on the scour status ; ( 2 ) observed from estuary sediment deposition distributing process : delta and sea offing area sediment deposition vary trend is similar, each part sediment deposition scale varies as wave shape ; ( 3 ) on estuary gate, affect the sediment deposition factors, primary factors are tide prop, the gate widens gradually, estuary gate have branches, brine induced flocculation. this paper study the estuary gate widen, estuary gate have branches to affect the river channel deposition in quantity ; ( 4 ) based on field measured data, for the first time, deduce the estuary sediment deposition and distributing regress formula which can estimate estuary different areas sediment deposition volume ; ( 5 ) this subject demonstrate the estuary delta coastline dynamic balance conception, build the relationship between the estuary income sediment with deposition land area, draw the following important conclusion : when estuary years - averaged income sediment keeps at 345 million tons, the delta coastline may on the dynamic balance status. ( 6 ) this subject firstly brings up estuary sediment optimized control conception, and has the primary study on the macroscopically optimized control conception method
研究認為: ( 1 )黃河河口口門逕流潮汐區域並非持續保持淤積狀態,在特定的來水來沙、邊界條件和海洋動力條件下,該區域可以處于沖刷狀態; ( 2 )從河口泥沙沉積分配的過程來看:三角洲與濱海區泥沙的沉積變化趨勢是基本一致的,各部位的泥沙沉積比例變化基本呈波動狀態,且三角洲與濱海區泥沙的沉積比例與來沙量密切相關,基本成正比關系; ( 3 )在口門處,影響泥沙沉淤的因素主要集中在潮汐頂托、口門逐漸加寬、河口門分汊、鹽水造成絮凝等,本報告主要對口門加寬,口門西妥理工大學工程碩士專業學位論文分漢對河道淤積的影響進行了定量分析: (一扣根據實測資料首次建立了河贖流路泥沙沉積分配的回歸計算式,據此可以預估計算河口不同區域泥沙的沉淤量; 、 5 )本項研究首次論證了河口三角洲岸線動態平衡的概念,並建立了黃河河口來沙量與造陸面積的相關關系,得出了當河口多年平均來沙量維持在3 . 45億t時其河口三角洲岸線則可能處于動態平衡狀態的重要結論; 『 6 )本項研究首次提出了河口泥沙優化調控的概念,並對其宏觀優化調控模式進行了初步探討。The methods to evaluate design tidal elements when the data are incomplete or inconsistent are studied in this paper, taking the tidal reach where suzhou - nantong yangtze river bridge will be constructed for example. and the methods of how to distinguish outlier in different parameter estimation methods are studied
然後以蘇通長江公路大橋橋位河段為例,重點探討了非一致資料條件下分期設計最高潮位計算、不同的參數估計方法下如何判別特大值和不完整資料條件下感潮河段水文設計值的計算方法。According to the result of physical modeling, the regression equation about the decrement of tidal bore height, the percentage of water - resisting area and the distance away from the upstream bridge site is constructed in this paper, the regression equation can be applied in the impact which bridge has on the tidal bore height in qiangtang esturary
根據模型試驗結果,建立了涌潮高度的減小值與中潮位橋墩阻水面積百分比和上游離橋址距離的多元回歸方程,可供錢塘江河口建橋對涌潮高度的影響計算參考使用。The numerical results indicate that the deformation within the solid inner core is very small. however, in the fluid outer core, the changes of the displacement with relatively low spherical harmonic degree ( n < 10 ) is very complicated via the radius, due to the resonance near the eigenfrequenies of the core long - period oscillations. while the spherical harmonic degree of the loading is larger than 10, the deformation and the gravitational perturbation in the core are very small, and the earth ' s deformation response is dominantly represented as the radial displacement in the elastic mantle
研究了地球在日月引潮力和表面負荷作用下的形變特徵,數值計算結果表明,在固體內核中的形變很小,由於在長周期核模本徵頻率附近的共振,液核中低階( n 10 )位移隨半徑的變化非常復雜,當負荷階數超過10時,地核中的形變和擾動位都很小,地球的響應主要表現為彈性地幔中的徑向位移,且隨深度增加急劇減弱,地表負荷love數與信號頻率的依賴關系很弱,給出了體潮love數計算的一種有效的近似處理方案。Hydrology regime and river channel evolution become complex because of double influences of river flow and tide. there is little appropriate method so far. therefore, when the impact us assessed of water project on flood control, the following aspects should be focused on, river evolution and stability of project - sections, design tidal level, flood - tide combination scheme, pre - project and post - project impacts on river channel, water level and flow condition
長江河口段為潮流河段,徑流潮流的雙重作用使得區域水文情勢、河道演變規律錯綜復雜,開展防洪影響評價研究時,河道演變及工程段穩定性分析,設計潮位的分析計算,洪潮組合方案擬定,工程前後對河道及水位流態影響的模擬等均是目前尚無十分成熟的方法,需要進一步研究的課題。Dr shen xiangyan, the expert of computer ' s figure from microsoft asia academic, present beijing university of aeronautics and astronautics again on mar 21th. befor half past six, the ruxin building had been filled with students waiting for the guest, and the club members had decorated the meeting - place already
三月二十一日,北京航空航天大學再一次迎來了沈向洋博士的光臨,晚上六點半,北航如心樓里人潮攢動,北航微軟俱樂部的會員們正悉心布置著會場,大家都焦急地等待著貴賓的到來,希望聆聽這位來自微軟亞洲研究院的計算機圖形學專家精彩的講座。Dr shen xiangyan, the expert of computer ' s figure from microsoft rearch asia, presented himself in beijing university of aeronautics and astronautics again on mar 21th. before half past six, the ruxin building had been filled with students waiting for the guest and the club members had decorated the meeting - place already
三月二十一日,北京航空航天大學再一次迎來了沈向洋博士的光臨,晚上六點半,北航如心樓里人潮攢動,北航微軟俱樂部的會員們正悉心布置著會場,大家都焦急地等待著貴賓的到來,希望聆聽這位來自微軟亞洲研究院的計算機圖形學專家精彩的講座。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預報、潰堤洪水計算、洪水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,生成長興島防洪決策方案。Application of a calculation method of design tide levels in constructing ports in deepwater areas
一種設計潮位推算方法在深水築港中的應用In this part, the first work is pretreatment of a numerical model, including creating calculating grids automatically, improvement of the linear boundary technique and so on. the second work is to estimate the siltation of a basin or channel by liu ' s equation. the third work is to build an edbms ( engineering data base management system ) for the result of mathematical model
其中主要的工作是:其中主要的工作一是數學模型的前處理,計算網格自動生成,線邊界法的優化;二是應用劉家駒公式在長江口深水航道治理工程地理信息系統的支持下實現港池、航槽開挖的實時回淤估算;三是將計算成果形成gis管理和支持下的工程數據庫系統( engineeringdatabasemanagementsystem ) ,同時嘗試解決時間序列數據如地形沖淤變化,潮位、流速過程的分析、查詢和顯示問題,並實現實時、互動的動態演示及三維可視化。Automatization and intelligent are the general developmental inclination in instruments and meters, the intelligent corrosion monitor based on microcomputer technique has been a new direction in corrosion monitoring. the process and tendency at home and abroad in intelligent corrosion monitor are reviewed in this paper, at the same time, an coulostatic corrosion monitor under potentiostatic control has also been introduce, which widen the application of coulostatic technology
智能化和自動化已成為當今儀器儀表發展的潮流,以計算機技術為控制內核的智能化腐蝕監測儀成為腐蝕監測重要發展方向。本文綜述了腐蝕監測儀的發展過程,並對其發展趨勢進行了分析,研製了恆電位控制下的恆電量智能化腐蝕監測儀,擴大了恆電量法在腐蝕監測中的應用范圍。In the part sea area of the oujiang estuary which has complicated landform, the different ko are adopted in the control equations of flow and salinity process to work out the process of tide level, averaged salinity and the flow field using the invariant flow and the real process of tide level as the boundary conditions. the comparison and analysis among the computed results, the theoretic results and the computed results of two dimensional numeric model in a large area indicate that the model is applicable
以地形復雜的甌江河口局部海區為例,分別採用給定恆定流以及實際潮流過程作為邊界條件,對水流鹽度過程採用不同的k _ 0形式進行了計算,給出了潮位過程、平均鹽度過程以及流場的逐時計算結果,將計算結果與相應的理論結果、實測資料以及大范圍二維數學模型的計算結果進行了驗證及細致分析,得到了較為滿意的結果。Comparing the computed values with those of 50 tidal observatories, we find that the computational precision with fine grids and moving boundary are generally higher than that with wide grids or fixed boundary
沿岸50個潮位站計算與實測值的比較表明,加入動邊界以後的小區域細網格計算較之粗網格以及未加動邊界以前的情況,精度都有普遍提高。The results showed that the calculation precision of the method is relatively high, and it is reasonable and feasible to use it to determine the design tide levels of constructing ports in deepwater areas
結果表明:該方法有較高的計算精度,用於確定深水築港的設計潮位是合理的、可行的。The calculation method of design tide levels based on a numerical model of tidal current was expounded, was verified by means of real data, and was applied to a real engineering
文章探討了確定深水築港設計潮位的一種方法,闡述了基於潮流數學模型的設計潮位推算方法,用實際資料驗證了該方法。Second, on the basis of supplementing basic data and investigating the historic tidal level, the design tidal level has been analyzed and calculated. as the result of the comparison between p - iii type frequency curve and gumbel curve, the p - iii curve is recommended
其次,在插補延長基本資料、歷史潮位考證的基礎上,進行了設計潮位的分析計算,並分別就採用p -型曲線及gumbel曲線兩種線型適線進行比較探討,推薦採用p -型曲線適線成果。Focused on assessment & compensation for oil pollution damage from ships in dalian bay, the dissertation first makes a deep analysis of the inflection factors to oil pollution damage and then evaluates respective mathematical model, such as measurement of oil property, general models for diffuse and volatilization of such substances according to the numerical simulation of the tidal dynamics in the water of dalian bay. based on the corresponding oil pollution regulations, the scope and judgment criteria of oil pollution compensation are laid out. respective compensation measurement methods are developed after those of more mature international practice
文中剖析溢油事故可能造成損害程度大小的影響因素,包括建立石油化學數據庫並將油品特性進行量化及通過對大連灣潮流和潮位的計算,建立溢油擴散、揮發模型等;依據現行油污賠償法規,確定油污損害應予賠償的范圍和判定標準;吸收和借鑒國際上相對成熟的評估技術,建立各項損害的賠償計算方法;運用visualbasic6 . 0對損害評估部分進行了計算機編程實現。The further research in port engineering pile foundation is considered to be important of such as behavior and bearing capacity of laterally loaded single piles and pile groups, and the functional mode of wharf foundation pile under flood tide torrent, and load - deflection curve, and negative skin friction along the pile, et al. the bearing capacity and the negative skin friction of port engineering piles are analyzed, to satisfy port engineering development demand better
在港口樁基工程領域,港口工程水平承載(群)樁的工作性狀以及承載力計算方法,漲潮急流等動態荷載作用條件下碼頭基樁的受力性狀,樁的作用荷載與變位趨勢關系、樁的負摩擦等問題都要求作進一步的研究。本文致力於以港口工程樁基為主要研究對象,對港口工程(群)樁基水平承載力和負摩擦力進行研究,以更好地滿足港口工程建設需要。Optimization model of networks " roughness is established. in this model, objective function is the average scedasticity of relative error for water level and discharge. with the recorded water level and tidal data, the value of roughness is optimized
建立了以流量和水位相對均方差作為目標函數的河網糙率優化模型,並利用實測的河道水位及潮流資料,對河道的糙率取值進行了優化,所建立的糙率優化模型更加合理,計算的效率及精度大大提高了。分享友人