水位減低 的英文怎麼說

中文拼音 [shuǐwèijiǎn]
水位減低 英文
stage reduction
  • : 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...
  • 水位 : stage; water level
  1. Abstract : through analysis of the components of coking on different parts of desullfur system of single tower and the waste water containing sulfur, we find the cause of coking in the stripping desulur system from single tower is the polymerization reaction of carbohydrate and the separattion of varied solid powders, organic compounds, and all corrosive productions of metal out of waste water in high temperature, therefore, the solving method is how to decrease the oil content, how to depolymerize form the carbohydrate and how to antisepticize by vapour of waste water

    文摘:對單塔脫硫系統中不同部的垢物及現場催化含硫污進行了分析測定,結果表明:塔內污垢成分及含量隨塔體部的不同而不盡相同,單塔汽提脫硫系統中垢物的形成,主要是由於污中所含各類粉塵、有機物、金屬腐蝕物等在高溫下因石油碳氫化合物的析出及其單體的聚合反應所致.如何降中的含油成分、少聚合反應的生成、防止污蒸氣對塔體材料的腐蝕,是阻垢、除垢和防垢應解決的關鍵問題
  2. The newly - built projects " construction supervision system should adopt independent social form and implement the supervision of omnibearing and full process ( mainstay project, field interplant project and the supervision manufacture of equipment ), which will be favorable to the optimal achievement of the project ' s general aim, cutting down the latent danger of quality and reducing the cost of operation and management

    高揚程梯級提灌溉工程新建項目的建設監理制宜採用獨立第三方的社會監理形式,並推行從規劃設計到工程實施的全過程、全方(主幹工程,田間配套工程,設備監造)的監理,以利於工程總體目標的最優實現,少工程投運后的質量隱患,降運行管理費用。
  3. The concrete with the a 28 days compressive strength of c60 can be produced by using suitably pulverulent coal - fired ash, the higher the quantity of pulverlent coal - fired ash mixed in concrete with 10 % - 20 % is, the higher the strength of concrete is. then, we carry out the studies on the technics properties that reflect the comprehensive properties of concrete. we find that the separating and excreting water of the concrete can be avoided efficiently when the pulverulent coal - fired ash and superplasticizer are used suitably, the higher the quantity ration of coal - fired ash and super plasticizer are, the higher the caving degree of the concrete is

    在上述研究基礎上,對摻細化粉煤灰后混凝土的強度變化規律進行了分析研究,在適當配合比及高效劑的作用下,摻一定數量的磨細粉煤灰,在28天齡期可以配製出抗壓強度高於c60的粉煤狄高強混凝土;當磨細粉煤灰以10 - - 20不同的摻量分別摻入粉煤灰中時,粉煤灰高強混凝土的強度隨摻量的增大,各齡期強度均逐漸降;在摻入8硅灰+ 10粉煤灰可使高強混凝土的各齡期強度都有很大增加,當單摻8粉煤灰時,混凝土的後期強度增加較快;粉煤灰混凝土必須加入高效劑遼十l彬技術人學碩十學論文後j 」能達到高強的目的。
  4. It was specially pointed out that, when the tail water is constant maximum tide, the computed flood surface is higher than that of nonsteady current, so there is some safety superelevation. underestimation of the roughness will make downward bias to compute along - river surface and bring hidden trouble for flood control. to improve the section can decrease the water level or offset the water rise for increase of floodplains " roughness, but it need much engineering works

    特別提出,按照恆定流計算出來的設計比非恆定具有一定的安全儲備;而對于灘地糙率的估又會造成設計的偏,給防洪工作帶來隱患;如果利用改進斷面形式來降或彌補糙率增加帶來的抬高,需要較大的工程量,所以平時應注意灘面的糙管理工作。
  5. 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:設置坎分流墩后,消除了擺動舌擺動的根源,提高了躍的消能效果,改善了下游流流態。下游體的主流在中部,既有效的降了坎后流底流速,流對河床的沖刷,又避免了主流於表面導致波浪過大的結果,下游的面波浪明顯得到削。依據經驗公式,可根據工程流條件設計出坎分流墩的體型參數,進而估算出下游沿程的面波浪,為下游岸邊的砌護提供依據。
  6. It also explain that the correlation between ssta of kuroshio and the change of wind field in equaroral mid - pacific is results of air - sea interaction ; however, when time comes into summer, the instance status of ocean is different from the last winter to next early springtime, the sea surface temperature turn into the definitive factor, so the increase of heat flux in may to jun month which is realized by absorbing more heat from the sun radiation results in the decrease of sst in kuroshio in the season of jun - jul. finally, during the aug to dec season of next year, the sst of kuroshio is increasing again

    最後分析了黑潮海溫與夏季東亞大氣環流及我國降的時滯關系,發現:當前冬黑潮區域海溫異常偏高時,後期夏季亞洲壓的強度弱,西北太平洋副熱帶高壓強度加強,而且置西伸、偏北,梅雨鋒置偏南,長江中下游地區降偏多,北太平洋冬季海域的海溫分佈呈+ 、 - 、 +趨勢(順序為赤道中東太平洋、西北太平洋、我國近海) ;反之亦然。
  7. This lowers the water table and reduces soil alkalinization

    這可降少土壤的堿份。
  8. An iron - containing material with an iron grade of over 20 % can be recovered from magnetic separation tailings of liuling iron mine by gravity method. this material can be used instead of partial clayey material to produce portland cement so as to reduce the mine tailings discharge amount to 43. 52 %, to raise the iron recovery from 70. 89 % to 84. 62 % and to reduce the iron ore powder consumption in raw cement mixture and the energy consumption of raw material grinding

    用重選法從劉嶺鐵礦磁選尾礦中回收鐵礦物,可獲得鐵品大於20 %的含鐵物料,用此物料代替部分粘土質原料生產硅酸鹽泥,使礦山尾礦排放量少至43 . 52 % ,鐵的回收率由70 . 89 %提高到84 . 62 % ,並且少了泥生料配料中鐵礦粉的用量,降了生料粉磨能耗。
  9. All bends should be smoothed out to minimize headloss and chance of siltation

    所有彎均須平滑,以盡量頭損失及造成淤積的機會。
  10. After the enactment of legislation for the provision of a water flushing system in 1960, the government began setting up seawater supply systems in various districts of hong kong island and kowloon

    自確立沖式排污系統的法定地后,政府陸續在港九各地建立海沖廁系統,資源的損耗量。
  11. The nonlinear interation induced tidal period and water level fluctuation obviously. the bottom friction effect is direct ratio to the bottom friction coefficient. the bottom friction effect reduces the set up water level, and minish the set up

    非線性效應是造成風暴潮增明顯波動的原因,底摩擦效應對潮的貢獻與底摩擦系數成正比,底摩擦效應使增小了增的幅度。
  12. ( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced, the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ), but when the water lever suddenly fell and did not think of other force, safe factor evidently reduced, the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter, the landslide will be destroyed too

    ( 6 )建壩工程荷載條件下河谷巖體力學環境分析及右岸古滑坡體的穩定問題分析得出:建壩后河谷的巖體應力量值明顯增高,同時左岸的張應力區的范圍及量值明顯小,主應力的方向依然與模型的底邊界垂直;大壩建成后逐漸蓄階段以及同時考慮本區最強地震力的作用等各種不同的工況條件時,滑坡體及壩體總體上仍處于穩定狀態;驟降時,在未考慮其他外力作用的情況時,滑體的安全系數將顯著降。若考慮驟降及本區最大地震力的共同作用,壩體將在滑坡體下滑推力的作用下產生破壞;建壩后平推力對右岸古滑坡體穩定性的影響分析可以看出,在最危險的工況條件下,壩體及滑坡體也將處于臨界狀態;在長期滲透變形的作用下,由於滑帶的物理力學參數的降而有可能導致壩體失穩破壞。
  13. Farmers and fish pond owners, particularly those in low lying or flood frequented areas, should take the necessary precautions to minimise losses, which include checking and clearing the drainage system within and around the farm fish ponds to ensure that all the drains are not blocked

    農民及魚塘負責人,特別是其農田或魚塘洼地帶或經常出現淹地區者,應採取預防措施,包括檢查及清理農田或魚塘內及附近的排系統,確保所有溝渠暢通,盡量少損失。
  14. Farmers and fish pond owners, particularly those in low lying or flood frequented areas, should take the necessary precautions to minimise losses, which include checking and clearing the drainage system within and around the farmfish ponds to ensure that all the drains are not blocked

    農民及魚塘負責人,特別是其農田或魚塘洼地帶或經常出現淹地區者,應採取預防措施,包括檢查及清理農田或魚塘內及附近的排系統,確保所有溝渠暢通,盡量少損失。
  15. It shows that the water level in the definite reach is lower than that with same discharges before dredging river, the surface slope on upper reaches dredged is enlarged and deposition load on bed is reduced or eroded

    主要表現在可以引起一定范圍河段內的較挖河前同流量下有所降,開挖上遊河段面比降增大,床面淤積量有所少或發生沖刷。
  16. According to our analysis, the farmers in quzhou are in the second phase, which means they already have enough food and put much more inputs for earning high yield and high income. ( 4 ) the ground water table was getting down, caused by precipitation decreasing, no river water coming due to the upstream reservoir, complete drainage in rainy season and irrigation using groundwater

    ( 4 )自然降量的降、上游庫的攔蓄,使平原失去了獲得源的機會;內部防洪排瀝體系的完善,致使入滲補充地下少;耕地灌溉率的增加,導致農業用量不斷加大,這些因素共同作用使區域資源失去平衡,引起地下的下降,從而促使鹽漬土表層脫鹽。
  17. ( 4 ) on the basis of analysed result and the status quo of huxi bank, computing the slope safety and seepage of bank by fem. the result shows that the tarus quo of huxi bank could not satisfy theslope safety on designed flood lever. after the reinforcement of seepage, the method can not only reduced leakage, debace the soggy but also ameliorate stress fields. lt also can reduce horizontal displacement and certical displacemeng which have disadvantages to bank

    進行堤體防滲加固后,不但可以少滲漏,降堤身浸潤線,還可以有限度地提高抗滑穩定安全系數,改善堤身及地基的應力場,使在高作用下產生的不利於堤體安全的移和豎向小。對在後繼采動中可能造成的防滲材料的破壞進行了校核,結果表明材料是安全的。
  18. On the basis of the analysis on the yangtze vole ' s disaster history and condition in dongting lake area, the influence of the lake beach ' s environmental evolution on the vole disaster is studicd in this paper. the rise of low - middle - level beach area causes the vole ' s population explosion, the reduction of high - level beach area forces the voles into the farmland during the flood season, and the emergence period ' s continual increase extends the vole ' s habitat areas and forces them to migrate into the farmland. the discarded dike provides a rest place halfway for the voles, which escape the flood, and the natural enemies of the voles, which are a natural barrier against the vole ' s population expansion, decreases. according to this study, the conclusions are put for ward as follows : after three - gorge project ' s construction it will produce great influences on the beach evolution in dongting lake area, leading to the changes of the vole ' s ecological environment situation and resulting in the vole ' s population changes which deserves attention

    在分析洞庭湖區東方田鼠暴發成災史及災情的基礎上,研究了洞庭湖區洲灘演變對東方田鼠暴發成災的影響.研究認為,中洲灘出露面積不斷增大使東方田鼠種群迅速膨脹,高洲灘出露面積小造成汛期東方田鼠大量向垸內農田遷移;湖區洲灘冬春季連續出露天數增加延長了東方田鼠的繁殖期;汛期洪峰增高,洲灘大面積淹沒迫使東方田鼠大量遷向垸內;湖內廢棄湖堤為東方田鼠逃避洪提供了中途休養之地;洲灘地抑制東方田鼠種群膨脹的天敵數量已大大少.據此,本文指出,三峽工程建成后將對洞庭湖區洲灘演變產生重大影響,因而將改變東方田鼠種群生態環境條件,引起種群動態變化,值得注意
  19. The sliding resistance mechanism of deformable earth bodies by means of well point drainage lies in lowering the underground water level to reduce the water content of the earth bodies and raise the shear strength, improve the stability of the deformable earth bodies and increase their sliding resistance

    摘要井點降常用於地下高出開挖建基面許多或含豐富的土體基坑工程中,井點降在土質變形體中的抗滑作用機理在於,通過井點降,降地下,使土體的含少,提高其抗剪強度及變形體的穩定性,增加其抗滑力。
  20. 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洪的變化進行了預測計算,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年之後各河段的淤程度以及不同流量級洪的降幅度,這些成果對于渭河下游防洪治理規劃的制定具有重要的參考價值。
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