隱式差分格式 的英文怎麼說

中文拼音 [yǐnshìchāfēnshì]
隱式差分格式 英文
implicit difference scheme
  • : Ⅰ動詞(隱瞞; 隱藏) hide; conceal Ⅱ形容詞1 (隱藏不露) hidden from view; concealed 2 (潛伏的; ...
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • : 差Ⅰ名詞1 (不相同; 不相合) difference; dissimilarity 2 (差錯) mistake 3 [數學] (差數) differ...
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 格象聲詞rattle; gurgle
  • 格式 : form; layout; pattern; format; mode; style
  1. In the paper, river and the downstream area of dike are regarded as a whole system, and hydraulic model of coupling 1 - d river and gradual dike - break is established, therein the preissmann implicit difference scheme is applied to main river, and the fvm ( finite volume method ) is applied to the breach and polder

    本文將河道與堤壩下游區域視為一個整體,對于單一河道採用preissmann四點隱式差分格式計算,對于潰口及圩區採用有限體積法,建立了一維河道與堤壩漸潰耦聯的水力模型,也是一維、二維耦合的水流模型。
  2. In this paper, the upwind scheme and the central scheme are presented for solving 3 - d n - s equations using the cell - center finite volume spatial discretization and four - stage runge - kutta time stepping scheme, with standard convergence acceleration techniques such as local time stepping and implicit residual smoothing

    在n - s方程的數值計算上,採用了中心和迎風,用的有限體積法進行了空間離散,用四步龍?庫塔法作顯時間推進,並採用了當地時間步長和光順等加速收斂措施。
  3. The explicit finite element method ( fem ) based on the varying time - step was selected to analyse the dynamic roll - pass process ; the nodes on the leading face of the steady - state elements set was extracted and projected onto a plane to give the required mesh, also called the origin mesh ; the implicit fem was selected to analyses the inter - pass transient thermal process ; a geometric part from the mesh was generated and meshed by using the quadrilateral elements, a heat transfer analysis was selected to transfer the node temperature data ; a new model was created by using hexahedral elements, mapping the node temperature and the equivalent plastic strain on the integration points

    利用基於變步長中心的顯方法析瞬態軋制過程;提取穩態單元集節點形成截面網;利用方法析軋制道次間隙瞬態溫度場;對型鋼斷面進行平面四邊形網並映射節點溫度數據;利用六面體單元構建有限元析模型,映射單元節點的溫度、積點的等效塑性應變,進行數值析。
  4. Two high order accuracy implicit difference scheme for the dispersive equation ut

    的兩個高精度隱式差分格式
  5. A two - layer implicit difference schemes for solving parabolic equation of higher oder

    高階拋物型方程的兩層隱式差分格式
  6. A family of implicit difference schemes for solving the parabolic equation of higher order

    解高階拋物型方程的一族隱式差分格式
  7. A new high accuracy and absolutely stable implicit difference schemes for solving parabolic equations

    拋物型方程的一個新的高精度恆穩定的隱式差分格式
  8. On the numerical methods for the discrete - velocity kinetic equations i. semi - implicit difference scheme

    離散速度動力學方程組的數值方法研究半隱式差分格式
  9. A class of implicit difference schemes with hich accuracy and absolute stability for solving parabolic partial differential equation

    拋物型方程的一族高精度恆穩定的隱式差分格式
  10. This paper gives a 45 degree up - going wave equation with an absorbing layer and constructs its implicit difference scheme

    摘要給出了附加吸收層的三維45上行波方程,構造了該方程的一種隱式差分格式
  11. ( l ) the three - dimensional equations for tidal flow are derived from the navier - stokes equations based on some assumptions. the model is based on the vincenzo casulli method, and semi - implicit finite difference scheme has been used

    ( 1 )從navier - stokes方程上經過假設和簡化得到的三維潮流控制方程,以vincenzocasulli法,採用半顯半,建立了一個三維潮流數值模型。
  12. Though adopting the - coordinate transformation in the control equations and mode - splitting technique, the external mode ( surface gravity waves ) is solved by the improved double - sweep - implicit finite difference method ; the internal mode ( internal gravity waves ) untilizes the eulerian - lagrangian method, which improves the implicit - difference scheme for the vertical direction. the newly developed 3d numerical tidal model with implicit scheme has been successfully applied in the radial sandbanks area

    基於過程裂法及垂向坐標伸縮變換,外模採用改進型雙步全有限dsi法,內模採用歐拉?拉朗日公,改進了三維垂向,成功地建立了南黃海輻射狀沙脊群海域三維全潮流數學模型。
  13. This part analyzed and compared many kinds of solvement of dam - break, then the adopted traditional one - direction b. saint. venant equation and conceal format to calculate the proceeding of dam - break flood, then according to calculation result analyzed influence of villages located beside fabiela river from dam - break flood

    這一部首先析比較了潰壩波的各種求解方法,然後採用傳統的一維聖維南方程組和隱式差分格式進行了潰壩洪水演進計算,然後根據計算結果析了各種潰壩情況下洪水對河道兩岸村屯的影響。
  14. In order to resolve the question, in the thesis a simulation arithmetic of hydro - electrical system is put up. the equations of hydro - electrical system are divided to two parts, one of which consists of the differential equations of conduit system, hydro turbine and generator ' s rotator and is solved by characteristic equation arithmetic, the other of which consists of the differential equations of generator, magnetic system and grid and is solved by longge - kuta arithmetic or covert integrated arithmetic. through the alternative solving of the two parts, the simulation results of the large - disturbance transient could be abstained eventually

    為解決這一問題,本文提出了一種將水力系統和電力系統方程交替求解的水電系統聯合模擬演算法,即將包括輸水系統、水輪機以及機組轉子等部的水力系統方程作為一部,將包括同步發電機、勵磁系統以及電網等部的電力系統微方程或方程作為另一鄭州大學工學碩士論文部,對前一部採用特徵線法求解,對后一部根據模型形採用龍一庫塔法或法等演算法求解,這兩部的求解過程交替進行,最終即可得到水電系統大擾動過程的模擬結果。
  15. Three finite - difference methods, i. e., stagger grid, implicit and explicit algorithms, are analyzed in detail. multi - grid algorithm is firstly introduced in elastic wave simulation, to solve for the stability problem inherent in stagger grid and implicit algorithm, also for the efficiency problem inherent in explicit algorithm, and the precision, stability and efficiency for simulation of elastic wave arc increased by multi - grid method. phase - delay method is provided to effectively absorb boundary reflection and increase efficiency for wave motion simulation, based on phase delay and amplitude decaying features along wave propagation

    在水平層介質接收函數的波形反演研究的基礎上,本文系統闡述了非均勻介質中彈性波傳播數值模擬常用的三種有限方法:顯和交錯網法,首次將多重網演算法應用於彈性波方程的數值模擬問題,克服了交錯網法和顯法穩定性,以及法計算效率低的缺點,大大提高了彈性波數值模擬的精度、穩定性和計算效率。
  16. Numerical fluxes considered in the explicit portion of the algorithm were evaluated by an implicit high - order compact scheme to augment stability. meanwhile, an implicit high - order compact numerical filter was used

    一邊的空間導數採用具有較高精度和良好數值穩定性的高階緊致,同時採用適于低馬赫數流動計算的高階數值過濾方法。
  17. The full potential equation is solved by the time - accurate approximate factorization algorithm and internal newton iterations, and the euler equation by the finite - volume resolution scheme and dual - time stepping

    對全位勢方程採用精確近似因、牛頓內迭代演算法。對euler方程採用有限體積法和雙時間推進。
  18. A family of highly accurate and absolutely stable difference schemes for solving parabolic equation of four order

    拋物型方程的一族高精度恆穩定的隱式差分格式
  19. In the course of calculation, implicit difference scheme and finite volume formulation are used to solve the temperature field, and an advanced model is adopted in the calculation of the ablation

    在計算中,採用了隱式差分格式及控制容積法等計算技術,並採用了先進的燒蝕模型。
  20. With this method, the feasibility of project can be decided preliminarily. 3. one - dimensional hydrodynamic model is built, in which implicit difference format ( preismann discretization scheme ) and " three steps method " of one - dimensional unsteady flow model is used, hydraulic calculation is done for water diversion and flow strengthen in tidal networks and the method is enhanced in which the precision is improved greatly

    建立一維水動力學模型,利用四點隱式差分格式( preismann)和一維河網非恆定流模型的三級解法,對感潮河網的引水增流工程進行了水力計算並對計算方法進行了改進,大大地提高了計算的精度。
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