好氧的 的英文怎麼說

中文拼音 [hǎoyǎngde]
好氧的 英文
aerobic
  • : 名詞[化學] (氣體元素) oxygen (o)
  • : 4次方是 The fourth power of 2 is direction
  1. Refining sewage treating technology of two - step hydrolysis and acidifying - aerobic process

    工藝處理煉油廢水中試實驗
  2. All the photosynthetic bacteria possess the capability in addition to various facultative aerobes and obligate anaerobes.

    所有光合細菌加上各種兼性生物和絕對生物具有這種能力。
  3. Study and application of treatment technology for aerobe in domestic sewage in coal mine

    煤礦生活污水生物處理工藝研究
  4. Moreover, the presence of the activities of aerobes and anaerobes in the immobilized sludge is further conformed by specific activity experiments in aerobic and anaerobic conditions, and the microorganism community structure of the co - immobilized granular sludge in micro - aeration condition is also deduced

    活性實驗也進一步證實了固定化顆粒污泥中厭菌活性存在,並進一步推導出了微條件下氯酚固定化顆粒污泥菌群結構。
  5. Study on anoxic - oxic mbr process for high - strength ammonia wastewater treatment

    膜生物反應器處理高氨氮廢水研究
  6. Effect of bio - fertilizer of aerobiosis fermentation of static state on yields of casava

    靜態發酵生物肥對木薯產量影響
  7. Effect of nitric additives on microbial retting of kenaf fibers

    含氮添加劑對紅麻微生物脫膠影響
  8. Study of variation of microbes in night soil aerobic composting

    外源接種糞便堆肥微生物相變化研究
  9. Domestic waste composting with complex thermophilic microbial inoculation

    接種高溫菌劑生活垃圾堆肥處理
  10. Any of various rod - shaped, spore - forming, aerobic bacteria of the genus bacillus that often occur in chains and include bacillus anthracis, the causative agent of anthrax

    芽孢桿菌一種桿狀,孢子型型細菌芽孢桿菌屬,經常成串地產生,包括芽孢桿菌蒽屬,它會引起炭疽病。
  11. From a farmland which used organophosphate pesticide omethoate as insecticide frequently, we gathered soil in spring, summer, autumn and winter, from the collection soil, isoloated the aerobic bacteria that can degradate organohosphate pesticide omethoate

    從常施用有機磷農藥樂果為殺蟲劑農田生態系統中,在春、夏、秋、冬四季中各採集土壤,從採集到土樣中分離出能夠降解有機磷農藥樂果細菌。
  12. Results showed that in the water body of xizi lake, annual average of culturable planktonic ammonifiers and nitrogen fixers were 510 and 236 cfu / ml, respectively ; ammonia oxidizers, nitrite oxidizers, nitrate reducers and denitrifiers were 8. 5, 16, 587 and 16 mpn / ml, respectively ; inorganic phosphate solubilizing bacteria ( 1pb ) and organic phosphorus mineralizing bacteria ( opb ) were 89 cfu / ml and 37 mpn / ml, aerobic and anaerobic cellulose decomposers were 7 and 5 mpn / ml, respectively

    水體中可培養異養細菌(氨化細菌)和固氮菌年平均值分別為510和236cfu ml ,氨化細菌、亞硝酸化細菌、硝酸鹽還原菌和脫氮菌數量分別為8 . 5 、 16 、 587和16mpn ml ;無機磷和有機磷分解菌分別為89cfu ml和37mpn ml ;性纖維素分解菌和厭性纖維素分解菌只有7和5mpn ml 。
  13. An integrated process of wastewater treatment and utilization is presented. the process is made up of heating the soft water of room temperature by high temperature printing and dyeing wastewater via heat exchangers, reusing the low level base decrement wastewater of water washing for dust control and desulphurizing of stack gas and anaeration - aeration biological treatment of printing and dyeing wastewater. this process has fair economical benefit on the principle of so called waste control by waste itself. this might be an ideal process for printing and dyeing wastewater treatment and disposal, the effluent of this process is quite enough to meet the requirement of urban sewer collector. additionally also many advantages are attractive such as the complete return of biological sludge to digestion, no chemicals dosage and free of secondary pollution

    介紹了高溫印染廢水通過熱交換加熱常溫軟水、低濃度堿減量水洗廢水用於煙道氣除塵脫硫、厭-處理一般印染廢水等印染廢水綜合處理技術,該技術具有較經濟效益,達到了以廢治廢,生物污泥全部迴流硝化,不加任何藥劑,無二次污染,處理后水質達到城市截污管網標準要求,是一種較為理想印染廢水處理工藝。
  14. Application research of caustic sludge, dredged sediment and coal ash in urban landscape

    顆粒污泥膜生物反應器與普通膜生物反應器處理模擬畜禽廢水比較
  15. 4. in order to simplify the complex of the asm2, we give some assumes ( ( 1 ) the concentration of s02 is 0 in the anaerobic pool and big enough in the aerobic pool ; ( 2 ) the ph in the pools is in the rang of 6. 3 ~ 7. 8, which is a limitation of asm2 ; ( 3 ) ignoring the infection of salk ; ( 4 ) the separation of solid and liquid in the final pool is completive. )

    為適當簡化模型復雜性,先進行一定條件假設(厭池中s _ ( o2 )濃度為0 ,池中曝氣充分;池中ph值穩定在asm2適用范圍6 . 3 7 . 8之內;不考慮堿度salk對污水處理反應過程影響;二沉池中固液分離完全。
  16. The cellulose fibre can be blended with sewage sludge or sewage cake for conversion via aerobic or anaerobic digestion of the blended material to produce quality compost and a liquid nutrient that can be used as a fertiliser

    纖維素纖維可以與污水污泥或污水泥餅混合,然後透過混合材料消化或厭消化來生成可以用作化肥高質量混合肥料和營養液。
  17. Effect of cr6 on soluble microbial products in effluents from aerobic sequencing batch reactors

    鉻離子對序批式生物反應器出水中溶解性微生物產物影響
  18. Putting the potassium permanganate into the filter can improve its effect, the removal of organics and ammonia is increased, the influent concentration can satisfy the water reuse standard. but the turbidity of influent is unsatisfactory. the c / n ratio is the key factor to influence the nitrogen - removal of the anoxic / aerobic two - stage baf when the reflux ratio 、 hydraulic loading and the ratio of gas to liquid in aerobic filter are fixed. the anoxic / aerobic two - stage baf has a good removal of organics at different c / n ratio when the reflux ratio is 2, hydraulic loading is 2. 55m ~ 3 / m ~ 2 ? h and the ratio of gas to liquid in aerobic filter is 3 : 1. the influent concentration of organics is blow 7mg / l. from the beginning to 30cm of the anoxic filter, the removal of the organics is significant ; as the c / n ratio increasing, the influent concentration of ammonia is decreasing. when the c / n ratio is 3. 60, the enfluent concentration of ammonia is 3. 05mg / l which satisfies the water reuse standard. when the c / n ration is less than 3. 60, because of the imperfection

    迴流比為2 : 1 ,水力負荷為2 . 55m3 / m2 ? h ,柱氣水比為3 : 1時試驗表明:不同c / n ( 1 . 05 7 . 45 )下,兩級曝氣生物濾池對有機物有很去除作用,出水有機物濃度小於7mg / l ,其中在缺柱進水端30cm內對有機物去除最為明顯;隨著c / n增加,系統出水氨氮濃度降低,當c / n為3 . 60時,出水氨氮濃度降到3 . 05mg / l ,已經滿足回用水氨氮標準; c / n < 3 . 60時,因為缺不完全反硝化,體系中硝酸鹽氮和亞硝酸鹽氮發生積累影響了硝化反應使氨氮降解效果較差;系統對總氮去除隨著c / n增加而增加,當c / n為3 . 60時,出水總氮已經降到11 . 18mg / l ,滿足回用水要求。
  19. The results showed that temperature 25 - 30, ph7. 0, anaerobic and illuminated conditions were optimum for decolorization. when reactive violet kbr was decolorized as sole source of carbon and energy of n strain, the decolorization rate of reactive violet kbr was significantly correlative to cell concentration, however the decolorization specific activity of n strains was not affected markedly by cell concentration

    結果表明,該菌株生長細胞脫色最佳條件為溫度25 - 30 , ph7 ,厭條件下脫色率遠遠高於條件下脫色率。染料作為該菌株唯一碳源和能源脫色時,脫色率與細胞濃度呈極顯著相關,細菌脫色比活率保持在較恆定水平。
  20. The technology of bioremediation is considered to be a preferred bacterial treatment with the oil - contaminated area of harbor in contrast with other treatments

    提出石油污染生物修復技術研究重點是好氧的原位生物修復技術。
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