水流流程 的英文怎麼說

中文拼音 [shuǐliúliúchéng]
水流流程 英文
water circuit
  • : 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動1 (液體移動; 流動) flow 2 (移動不定) drift; move; wander 3 (流傳; 傳播) spread 4 (向壞...
  • : 名詞1 (規章; 法式) rule; regulation 2 (進度; 程序) order; procedure 3 (路途; 一段路) journe...
  • 水流 : 1. (江河) rivers; streams; waters2. (流動的水) current; water flow; fluent; flow; [水文] stream current
  • 流程 : 1 (水流的路程) flow path; the distance of the flow water2 (各項工序安排的程序) procedure; tec...
  1. Different molecular weight igy exitence in the purified igy suggested that the igy is uniform. through colligate comparison, the best method suit for industrialization is eliminating lipid by 0. 07 % alginic acid sodium combined with ammonium sulfate salting out afterl0 - fold diluted with ph5. 0 water

    通過綜合比較,認為酸性條件下10倍去離子稀釋卵黃液,離心後上清用0 . 07的海藻酸鈉去脂,再用硫酸銨鹽析提取純化igy的工藝適用於工業化的規模生產。
  2. A flow chart of aluminum processing waste stream is presented in figure 22.

    圖22示出鋁生產廢圖。
  3. On the demand of application and according to the soluhons menhoned above, a method of displacement waiting auto - sy ' nchronizing is put forward, which is based on match filters. at the end a complete and speeflc set of hardware circuits and software programs which haplements the scheme, is also presented in the ancle. the synchronization system was tested in the pool and in the shallow wate near m port, the result of the test shows that its performance is satisfactory

    論文著重介紹實現了跳頻通信系統同步的一般方法,並詳細分析和對比跳頻同步系統的捕獲方案,在此基礎上,提出了一個基於匹配濾波器的位移等待式自同步方案,設計、完成並給出了詳細硬體連線電路圖、軟體圖和部分序清單,該自同步方法在實驗室池實驗取得良好的效果,並在廈門港海域進行了現場實驗測試,具有較低的誤碼率和一定的檢測概率,結果令人滿意。
  4. The article is based on nation nature science foundation of china, " biogeochemical cycling of pollutants in complex environments of tidal flats in the yangtze estuary " ( no. 40131020 ). the author chose open tidal flat of dong tang chongming yangtze estuary as research object and set up typical section plane so that under the good condition, the author measured hydrology element, total nitrogen and total phosphor index

    本文依託國家自然科學基金重點項目「長江口濱岸潮灘復雜環境條件下物質循環研究」 (批準號: 40131020 ) ,選擇了長江口崇明東灘敞開型潮灘為研究對象,設置典型斷面,在平靜天氣條件下,實測了文、地球化學要素,獲得了位、向、速、 tn及tp等指標6000多個實測數據,著重對長江口潮灘動力過、 tn和tp的動力輸移過進行研究。
  5. A comparison is made of the ash - water ( black water ) system flowcharts for the texaco coal - water slurry gasifier in china, their respective characteristics and drawbacks are evaluated, and a brief summary is given

    摘要主要對國內德士古煤漿氣化裝置中幾種灰(黑)系統的加以比較,分別評價了它們各自的特點和缺點,並做出簡要的總結。
  6. What ' s more, we put forward some experienced formulas on the basis of the cortical analysis. the result of the research show that by installing diffluent piers with low ridge, we can eliminate the root of oscillatiny water jump, perfect the energy dissipation effect of water jump, also, we can improve the flow condition of down - stream. the fact that the main flow of down - stream is in the middle, not only effectively lower the speed of the bottom flow in the ridge rear, alleviate the erosion to the river bed, but also avoid the heavy wave resulted from the main flow in the surface, thus improve the surface wave of down - stream obviously. we can work out the body style parameters of diffluent piers with low ridge according to the project flow condition and experience formulas, and then reckon the down - stream surface wave condition for the protected building of the down - stream bank

    研究結果表明:設置低坎分墩后,消除了擺動舌擺動的根源,提高了躍的消能效果,改善了下游態。下游體的主在中部,既有效的降低了坎后速,減輕對河床的沖刷,又避免了主位於表面導致波浪過大的結果,下游的面波浪明顯得到削減。依據經驗公式,可根據工條件設計出低坎分墩的體型參數,進而估算出下游沿面波浪,為下游岸邊的砌護提供依據。
  7. To provide necessary data for design bypass pipe, an enlargement to bi liu river reservoir, the following problems have been studied by hydraulic model and theoretical analysis : the energy losses in water head of the bypass pipe system and of the flow - control valve and their scale effects, measurement and calculation of the discharge of the bypass pipe system during the bypass pipe system operation with and without the new water power station, the hydraulic characteristics of the water tunnel and draw - off pipe, the flow rate of the aqueduct bridge and the draw - off pipe and the water elevation of the flow in the aqueduct bridge during the old water power station operation with and without the new water power station

    大連市碧庫供頭部由引渡槽、節制閘、進閘、泄閘等建築物組成。由於本工場地條件限制,增設旁通管后布置非常緊湊,管道急轉角度大且轉彎距離較小,對于管內態是否滿足要求,需要經過模型試驗進行論證,以確保工的可靠性。旁通管具有上與泄要求,對其過能力也要經試驗確定,為碧庫增建旁通管設計提供依據。
  8. Abstract : through a series of hydraulic model tests for researching actual power tunnel operation, a conclusion is reached that in order to get a better flow pattern the profile of the wate - carrying structure should be adapted to the variation of water streamline shrinkage, flow velocity and pressure intensity. the configuration and dimension of the kinetic energy dissipator should be selected carefully to make the water tunnel safe and reliable at different levels of diversion dischage

    文摘:針對實際工中的發電引隧洞運行的各種工況進行了工模型試驗研究,指明要獲得良好的態,過建築物各部位結構輪廓的造型應適應線的收縮、速及壓強的變化;為使引隧洞在各級引量下能安全可靠地運行,需慎重確定洞內消能工的體形和尺寸。
  9. Test results show that the flow regime is good in a head tank with a greater length of the outlet pond and a smaller contract angle, while the sediment deposition is heavy

    試驗結果表明,出池長度較長,收縮角較小的高位井中的態較好,但池內泥沙淤積度較重。
  10. For studying the regulation rules of the sediment of the second phase project, and studying the reservoir capacity loss caused by deposition, the amount of sediment passing through the turbines, and the deposition and flow regime near the intake of the pump - turbines, the deposition of the reservoir was studied

    為了研究蒲石河抽蓄能電站二期工泥沙調度方案,對多個方案的庫淤積損失、過機沙量、取口附近的泥沙淤積和態,進行了庫沖淤研究。
  11. According to the diverse current state of a tilting gate, the flux calculation program was worked out to calculate the flux at different current state of the gate and to protract the curves of flux to upper reaches of the gate

    根據翻板閘門的不同態,編制過閘量計算序,計算各態的過閘量,並繪制了過閘量與上游位關系曲線。
  12. This system is based on the programmable controller and dh + network ( data high way plus network ), and it can supervise and control the whole flow of the seawater injection. as the primary device in the system, programmable controller implement the flex logic control for the flow and can collect the data in the flow to establish the control center

    該系統基於可編式控制制器及dh +網路,實現了對注海(海提升、海粗濾、海加藥、海沉降、海細濾、海脫氧、氣分離、注罐、注泵)的實時監控。
  13. In this paper, an approach of the systematic artificial neutral net was introduced into the analysis on the ship - against - bridges probability with a computer programs. based on the basic data of the present 12 typical bridges as the sample, 4 chief influential factors as the input coefficient, such as the bridge span, the water flow rate, the incline angle between water flow direction and the direction normal to bridge axis, and the curve in the course near the bridge area, with the ship - against - bridge probability as the output coefficient, the intelligent judging system of the ship - against - bridges probability reflecting the influence of the above input parameters is obtained after training

    本文首次將人工神經網路系統方法引入了船撞橋概率的研究當中,編制了計算序,成功地以現有12座典型橋梁的基礎數據為樣本,以橋梁跨徑、速、方向與橋軸法線的夾角以及橋區航道彎曲度等4個船撞橋主要影響因素為輸入參數,以船撞橋概率為輸出參數,經訓練得到了能較好地反映上述輸入參數影響的船撞橋概率判斷系統。
  14. To facilitate drainage of groundwater and to maintain water flow, permeable rocks will be used for recompaction. filter layer and weepholes will also be installed. these will guarantee the normal flow of groundwater

    為促進排及保持正常,工將使用具滲透性的石塊作重新壓實,同時安裝過濾層及疏孔,以確保地下仍可如常出。
  15. To reasonably plan out the scheme for the sewage discharge outlets of changshu fluorine chemical industry project, the article makes an ana lysis on the water environmental features of changshu section of the yangtze riv e, develops a plan two - dimensional model of coupled water flow - quality for its co mplicated underwater topography and stream flow - field. the model is relatively ac curate and practicable to predict the impact of scheme on water quality. varied s chemes have been compared and demonstrated from multiple angles, such as flow fie ld, impact assessment of water quality, technique and economy. the scheme of sewage discharge outlets away from the shore is recommended. the article provides a sci entific basis for the engineering design and envirommental management of the pro ject

    為合理確定常熟氟化工項目排污口布置方案,本文在分析長江常熱段環境特徵的基礎上,針對其復雜的下地形和場,建立了較為準確和實用的平面二維質耦合數學模型,預測計算了三套方案污對重點保護域影響度和范圍,並從場、質影響評價、技術經濟多角度對方案進行了比較論證,最終推薦污江中排放的方案,為項目的工設計和環境管理提供了科學依據。
  16. Through the computation of the water hammer pressure in steel and pvc pipes with the characteristic line method, the influence of velocity of water, material and wall thickness of the pipes to the magnitude, crecent process and phase length of the water hammer pressure is analyzed

    應用特徵線法,對鋼管及pvc管道中擊進行計算,分析了管道中速及管道材料、管壁厚度對管道中擊壓強大小、擊壓強的增長過及其相長的影響。
  17. The flow regime inside of the tunnel, the characteristics of hydrodynamic load, the hydrodynamic pressure feature at the gate slot and the vent air speed during the shutting of the gate is studied through model test, and then the reliability of the gate, the feature of the vent air speed and the pressure at the gate slot during the shutting of the gate are analyzed based on the test result concerned

    通過模型試驗研究了事故閘門關閉過中泄洪洞內的態、門體的動力荷載特性以及門槽段動壓力特性、通氣孔風速,並根據試驗結果分析了該閘門動下門過中的可靠性,通氣孔風速特性和門槽段壓力特性。
  18. The turbulent flow through the right - angle energy dissipator is simulated by using the transient k - e model, and compared with the experimental results. the calculated result indicates the flow characteristic in detail. the calculated wall pressure is in reasonable agreement with the experimental data

    4利用非恆定k -模型對直彎式消能工的紊場進行了模擬,並與試驗結果進行了比較,結果清晰地顯示出動過,獲得場的變化情況,計算所得的壁面壓力分佈與試驗結果定性一致。
  19. Several key theory problems, including in earthquake forecast, couple of flow and settlement equations, and groundwater flow and solute transport in multi - scales inhomogeneity, are put forward in the research of urban geologic hazard

    提出了城市地質災害研究中急需解決的,如地震預測預報、與沉降方輻合、多尺度非均質中地下與溶質運移等幾個關鍵理論問題。
  20. Based on the hydraulics series model experiments of the t type barrier stilling basin, the paper gives a full exposition to changing process of the current ' s flow regime of the t type barrier stilling basin and discloses the flow regime characteristics, the theory of energy dissipation, the shape optimization choice, the method on hydraulic design parameter and programme. what ' s more, it provides the expression of mathematics and key of the t type barrier stilling basin

    本文通過t形墩消力池的力學系列模型試驗,完整地闡述了t形墩消力池態的演變過,揭示了t形墩消力池的態特性、消能機理、體型優化選擇以及力設計參數方法及序,並給出了t形墩池界限深的數學表達式及解。
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