有机负荷

反应器具有较强的同时硝化反硝化能力，有机负荷、氮负荷、DO、pH等因素对反应器脱氮效能的影响显著；

The reactors had relatively strong simultaneous nitrification and denitrification capacity , the influences of OLR , NLR , DO and pH on the nitrogen removal were significant .

滴滤池处理该废水的最佳HRT为16h，最佳有机负荷为0.6kgCOD/m~3·d时，去除率稳定在53%。

The best HRT of trickling filter is 16 h , OLR is 0.6 kgCOD / m ~ 3 · d , the removal rate is at 53 % . 5 .

低pH值与低有机负荷引起的活性污泥膨胀及其恢复

Activated sludge bulking due to low pH value & organic loading and its resume

低水温、低有机负荷条件下CAST工艺城市污水处理厂的启动调试及活性污泥培养

Activated Sludge Culture and Preliminary Test of Wastewater Treatment Plant with CAST Craft at Low Temperature and Low Nutrition

颗粒污泥SBR系统更适合于在高有机负荷条件下运转。

The granular sludge SBR is more suitable to operate under high organic loading .

有机负荷对颗粒化SBR反应器的影响研究

Effect of Organic Loading Rate on Granular SBR

SBR法处理工业废水中有机负荷对污泥膨胀的影响

Influence of organic loading on sludge bulking

论文分别研究了有机负荷、水温、pH值及硝化液回流比对反应器处理效能的影响。

This paper discussed influence factors to nitrogen removal such as organic load , influent temperature , pH value and reflux ratio of nitrated liquid .

有机负荷对ABR性能及其颗粒污泥的影响

The Affect of ABR Performance and Granular Sludge at Various Organic Loading Rates

有机负荷对ABR运行性能的影响

Effect of Organic Loading on Performance of ABR

剩余污泥回流到A1段，增加了A1段中污泥的有机负荷，却提高了系统对COD的去除率。

The COD removal rate in A_1 segment could be improved by residual sludge recycling to A_1 segment .

结果表明，在一定的进水有机负荷下，随着运行温度的升高，NH4+-N和TN去除率都有所升高。

Under a definite influent organic loading NH4 + - N and TN removal efficiencies increase with operational temperature increasing .

随后两次提高进水有机负荷，COD的去除率始终保持在90%以上。

The loading rate was increased by increasing influent organic carbon concentration for two times , and the COD removal efficiency was still kept above 90 % .

进水有机负荷及氨氮负荷增加会导致COD去除率、氨化率、产气量、甲烷体积分数下降。

The influent organic and ammonia loading increased will lead to degradation of the COD removal rate , ammonification , the gas production and the methane volume fraction .

低温和有机负荷的冲击对COD的去除影响不是很大，但对NH3－N的去除影响很大。

Low temperature and high organic loading have little influence on the COD removal rate , but have great impact on NH_3 - N removal .

研究表明：有机负荷和水力停留时间（HRT）是影响暗发酵反应器启动的重要控制因子。

The factors affecting the start-up of dark fermentation reactor including organic loading rate ( OLR ) and hydraulic retention time ( HRT ) were studied .

BAF出水水质受有机负荷影响显著，COD出水浓度随负荷的增加而增加；氨氮受进水有机负荷的影响较大。

The concentration of COD of the effluent increases as the loading capability increases , and the NH3-N is greatly influenced by the organic loading capability of the discharging water .

实验结果表明：在pH值4.5～6.0，温度在27℃±2℃；有机负荷从1kg/m3·d～10kg/m3·d缓慢增加的条件下，两相厌氧反应器的启动比较容易。

The experiment results show that when the value of pH is within 4.5 ~ 6.0 , temperature 27 ℃± 2 ℃ and organic loading 1kg / m3 . d ~ 10kg / m3 . d , starting reactor is relatively easy .

本文着重讨论了有机负荷、溶解氧、温度和pH值对这类指示生物的影响，为正确应用生物技术监测、分析和处理氮硝化过程中的问题提供了参考依据。

The effects of organic loading , dissolved oxygen , temperature and pH on this indicative protozoa are discussed emphatically to make a helpful reference for proper application of biological monitoring and to deal with and analyze the problems arisen in nitrification process .

实验考察了主要影响因素温度、HRT、有机负荷、生物填料性能等对反应器处理效能的影响。

The main influencing factors are investigated in experiments , which can affect the treatment effects such as temperature , HRT , mineralization , CODCr volumetric load and packing material .

与传统活性污泥法相比，膜生物反应器（Membranebioreactor，MBR）技术由于出水水质好、占地面积小及有机负荷高，而被广泛应用于净水和污水处理领域。

Membrane bioreactor ( MBR ) has been widely used in water purification and wastewater treatment due to its advantages over the conventional activated sludge process such as better effluent quality , smaller footprint and higher organic loading .

由实验结果得出，HRT为1.5h，在有机负荷2kg/（m3·d）时，水力负荷是影响硝化的关键因素。

The results showed when organic load 2.0kg / ( m3 · d ), the hydraulic load is the key factor for nitrofication , and HRT must be greater than 1.5h .

本试验以自配生活污水为试验用水，考察了水力负荷、进水有机负荷和氨氮负荷、气水比、填料层高度对曝气生物滤池处理COD和氨氮效果的影响。

The experimentation inspected the infection of hydraulic load , organic load , ammonic nitrogen load , the ratio of gas and water , the height of filling to removal efficiency of COD and ammonic nitrogen based on the self-confected water .

以葡萄糖与乙醇为碳源对NH4+-N、TN的去除率分别达到91.2%、93.5%，效果最好。氨氮的去除效果随着有机负荷的增加不太稳定。

Glucose and ethanol as carbon sources NH4 + - N , TN removal rates reached 91.2 % and 93.5 % . The removal rate of ammonia nitrogen increased with the organic load is not stable .

有机负荷率（OLR）是运行厌氧消化系统的重要工程控制参数，对于特定的废水处理，一般通过调整水力停留时间（HRT）的方法控制系统的OLR。

Organic loading rate ( OLR ) is an important engineering control parameter for operating anaerobic digestion system . Controling the OLR is often by adjusting the HRT for particular wastewater treatment .

此外，工艺在较短的水力停留时间（6h）和较小的内回流比（100%）下能够实现较高的COD去除效率，体现出较强的耐有机负荷能力。

In addition , the process could achieve high COD removal efficiency in a relatively short period of HRT ( 6h ) and small reflux ratio ( 100 % ), which reflects the strong resistance to organic load capacity .

结果显示：启动时间缩短了近1/3，最大有机负荷提高近40%且出现了更大颗粒污泥，但COD去除效率没有明显提高。

Although the COD removal efficiency had not been improved greatly , the start-up period was shorten 25 % and the highest organic loading rate was increased 40 % and bigger anaerobic granular sludge was observed , when PACs were added into the USAB reactor .

采用连续流和静态试验进行了模拟淀粉废水厌氧发酵法生物制氢，探讨了有机负荷（OLR）和pH值对产氢能力和液相末端产物的影响。

The experiments of anaerobic fermentation hydrogen bio-production ( HBP ) from simulated starch wastewater were conducted in continuous and batch reactor . Effects of organic loading rate ( OLR ) and pH on hydrogen production capacity and liquid products were investigated .

PCR-DGGE分析表明，水葫芦挤压汁有机负荷的提高对厌氧微生物多样性影响不大，但影响其种群结构，尤其是产甲烷菌群结构。

PCR-DGGE analysis displayed that OLR had little effect on anaerobic microbial diversity during the anaerobic process of water hyacinth juice , but affected their population structure , especially the structure of methanogenic bacteria .

试验结果表明，在有机负荷提高的前提下，通过对进水方式和曝气速率的调节，反应器对COD和TN的去除率达到97%和82%；

Experimental result showed that COD and TN removal efficiencies of the reactor came up to 97 % and 82 % respectively under the optimal conditions in spite of the increased organic load . Control was achieved by varying aeration rate and wastewater inlet position .