模拟条件下菹草生长对水质的影响试验研究

为研究菹草生长对水质的影响,在模拟环境下实验桶内培植处于生长期的菹草并进行跟踪监测,结果表明：在菹草生长试验期内,随着菹草生长的逐渐旺盛,水体的pH值明显上升但后期趋于稳定并有所下降;DO在第10天达到最大值,但水体中DO含量在试验后期随菹草生长趋于成熟呈下降趋势;试验前期菹草对总氮（ TN）的去除效果随着时间的延长而不断增强,试验结束时去除率达到74.03％和73.47％;试验中菹草组对总磷（ TP）的去除率在第30天时为69.57％和73.33％。菹草生长能有效降低水中N和P含量,且两者明显低于对照组。     

Energy consumption,emissions and economic growth in Bahrain

This study examines the Granger causality relationships between economic growth, energy consumption and emissions, from 1980 to 2007 in Bahrain, controlling for capital and urban population using Toda and Yamamoto’s approach. It was found that there is unilateral causality which runs from urban population, economic growth, capital and energy consumption to environment. Further, we found strong support for causality running from economic growth to energy consumption, emissions and capital. The existence of these linkages suggests that the government of Bahrain may pursue energy efficiency strategies and carbon emissions reduction policy in the long run without impeding economic growth. Additionally, the long run pursuit of high economic growth given sustained increases in energy efficiency may also reduce CO₂ emissions intensity per unit of her GDP.     

氮磷营养盐因子对缘管浒苔生长、叶绿素荧光特性和氮磷富集的影响

为探讨大型海藻缘管浒苔(Ulva linza)对氮、磷加富的生理响应及其机制,分析了氮、磷浓度变化对藻体相对生长速率(Rr.g),氮、磷富集,叶绿素(Chl)含量,类胡萝卜素(Car)含量,色素比值(Chl a/Chl b、Chl/Car)以及叶绿素荧光参数的影响.结果表明,在30μmol·L-1P浓度不变条件下,随着N浓度的增加,藻体P含量持续降低,而其Rr、g、N含量、Chl含量、Car含量、色素比值(Chl a/Chl b、Chl/Car)和叶绿素荧光参数均逐渐上升,N3处理(500μmol· L-1 N)缘管浒苔Rr.g和叶绿素荧光参数均达到最大值,N4处理(1 000 μmol·L-1)缘管浒苔Chl含量、Car含量和Chl a/Chl b比值均达到最大值.在500 μmol·L-1N浓度不变条件下,依次增加P浓度,缘管浒苔Rr,g没有显著差异,N含量没有显著变化,而P含量则呈明显上升趋势,其他指标变化幅度小.综上所述,与P相比,N的变化对缘管浒苔生长、光合色素和光合作用的影响更明显,在N浓度为500 μmol·L-1、P浓度为30 μmol ·L-1、N/P比值为16.67条件下,藻体生长最佳.当水体富营养化加剧时,缘管浒苔富集氮、磷的能力持续上升.     

Effects of environmental temperature on the thermal runaway of lithium-ion batteries during charging process

Lithium-ion batteries with relatively narrow operating temperature range have provoked concerns regarding the safety of LIBs. In this work, a series of experiments were conducted to explore the thermal runaway (TR) behaviors of charging batteries in a high/low temperature test chamber. The effects of charging rates (0.5 C, 1 C, 2 C, and 3 C), and ambient temperature (2 °C, 32 °C and 56 °C) are comprehensively investigated.The results indicate that the cell exhibited greater thermal hazard at the high charging rate and ambient temperature conditions. As the charging rate increased from 0.5 C to 3 C, more lithium intercalated in the anode prompt the TR triggered in advance, the TR onset temperature decreased from 297.5 °C to 264.7 °C. In addition, the charging time decreased with the elevated ambient temperature, resulting in a relatively higher TR onset temperature and lower maximum temperature, and the average TR critical time declined by 115–143 s. Finally, the TR required less heat accumulation with increasing of charging rate and ambient temperature, and the heat generation of side reaction played a substantial role that accounted for approximately 54%∼63%. These results provide an insight into the charging cell thermal runaway behaviors in complex operation environments and deliver valuable guidance for improving the safety of cell operation.     

Aerobic treatment of palm oil mill effluent

In this study treatment of palm oil mill effluent (POME) was investigated using aerobic oxidation based on an activated sludge process. The effects of sludge volume index, scum index and mixed liquor suspended solids during the acclimatizing phase and biomass build-up phase were investigated in order to ascertain the reactor stability. The efficiency of the activated sludge process was evaluated by treating anaerobically digested and diluted raw POME obtained from Golden Hope Plantations, Malaysia. The treatment of POME was carried out at a fixed biomass concentration of 3900+/-200mg/L, whereas the corresponding sludge volume index was found to be around 105+/-5mL/g. The initial studies on the efficiency of the activated sludge reactor were carried out using diluted raw POME for varying the hydraulic retention time, viz: 18, 24, 30 and 36h and influent COD concentration, viz: 1000, 2000, 3000, 4000 and 5000mg/L, respectively. The results showed that at the end of 36h of hydraulic retention time for the above said influent COD, the COD removal efficiencies were found to be 83%, 72%, 64%, 54% and 42% whereas at 24h hydraulic retention time they were 57%, 45%, 38%, 30% and 27%, respectively. The effectiveness of aerobic oxidation was also compared between anaerobically digested and diluted raw POME having corresponding CODs of 3908 and 3925mg/L, for varying hydraulic retention time, viz: 18, 24, 30, 36, 42, 48, 54 and 60h. The dissolved oxygen concentration and pH in the activated sludge reactor were found to be 1.8-2.2mg/L and 7-8.5, respectively. The scum index was found to rise from 0.5% to 1.9% during the acclimatizing phase and biomass build-up phase.     

A novel approach to estimate and control denitrification performance in activated sludge systems with respirogram technology

Respirogram technology has been widely applied for aerobic process, however, the response of respirogram to anoxic denitrification is still unclear. To reveal such response may help to design a new method for the evaluation of the performance of denitrification. The size distribution of flocs measured at different denitrification moments demonstrated a clear expansion of flocs triggered by denitrification, during which higher specific endogenous and quasi-endogenous respiration rates (SOUR_e and SOUR_q) were also observed. Furthermore, SOUR_q increases exponentially with the specific denitrification rate (SDNR), suggesting that there should be a maximum SDNR in conventional activated sludge systems. Based on these findings, an index R_q/t, defined as the ratio of quasi-endogenous (OUR_q) to maximum respiration rate (OUR_t), is proposed to estimate the denitrification capacity that higher R_q/t indicates higher denitrification potential, which can be readily obtained without complex measurement or analysis, and it offers a novel and promising respirogram-based approach for denitrification estimation and control by taking measures to extend anoxic time to maintain its value at a high level within a certain range.     

火工品温湿度加速老化模型和算法研究

目的 研究对火工品适用的温湿度加速模型,以及加速系数计算程序,获取准确的温湿度加速系数外推公式.方法 通过分析国内外使用的各种双因素加速模型的适用性,确定火工品适用的温湿度加速模型,采用免费自由的开源统计分析软件——R软件,对通过加速试验获取的某点火头2种温湿度加速条件下的试验数据,进行单组数据拟合和多组数据拟合两种温湿度加速老化算法的开发,并且对2种算法、3种寿命分布下寿命外推的准确性进行对比分析.结果 确定了Peck模型适合用于火工品的温湿度加速模型,获取了某电点火头对应的温湿度加速系数和湿度项反应速率常数.结论 基于多组数据拟合的温湿度加速老化算法,比基于单组数据拟合的温湿度加速老化算法对试验数据的兼容性好.3种寿命分布中,Weibull分布的加速系数计算结果最保守.     

The Rate of Soil Cover Recovery in Anthropogenically Disturbed Areas: An Example of Western Siberian Archaeological Landmarks

The soils formed on fortifications around the sites of ancient settlements 1500 and 2700 years old were studied in the Endyr archaeological landmarks (West Siberia, central taiga). It was shown that podzolic soils with morphological characteristics identical to those of the background soils were formed during these time periods. An attempt was made to estimate the characteristic times for some chemical characters. The greatest values of this parameter were about 8000 years.     

不同溶解氧条件下沉积物-水体系磷循环

磷是控制富营养化水平和水环境演变的关键元素.沉积物-间隙水体系是影响近海水体磷循环的主要界面,而上覆水溶解氧（DO）则是影响这一界面磷转化行为和界面通量的控制因子.针对近海环境特征,利用沉积物多管培养装置进行室内实验和动力学过程研究,探讨了DO变化对沉积物-间隙水体系磷的赋存形态、转化和释放的影响.结果表明,上覆水DO变化对沉积物-水界面溶解态活性磷酸盐（DRP）交换通量有显著的影响,低氧条件下沉积物具有较富氧和无氧更高的DRP交换通量;富氧条件下沉积物中总磷在表层富集量最高,具有较高的保存能力,低氧和无氧状态下沉积物对磷的保存能力降低;低氧条件下沉积物中铁结合磷的还原溶解和有机质的矿化是水体的主要磷源.在不同DO条件下,磷的转换呈现出差异化的特征,其中低氧状态下沉积物-水界面的变化和理想的早期成岩模式最为接近.可见,溶解氧对沉积物-间隙水体系磷的释放和转化有着显著的影响,是控制磷循环的重要因素.     

Daily Bank Erosion Rates in the Lower Yellow River Before and After Dam Construction

During the period of water impoundment and sediment detention of the Sanmenxia Reservoir, riverbank erosion processes played a key role in the channel evolution of the Lower Yellow River (LYR). However, research into bank erosion rates of the LYR has been neglected due to the lack of direct field monitoring. In this study, an indirect method is proposed to determine bank erosion rates at daily time scales by outlining a detailed calculation procedure using measured hydrological data. A total of 810 data points of daily bank erosion rates before and after the construction of Sanmenxia Dam was calculated at seven hydrometric sections along the LYR, with the corresponding values of the bank stability coefficient and the width‐to‐depth ratio also being calculated. Empirical relations were then developed to estimate the daily bank erosion rates, using these parameters at the sections. Temporal and spatial variability in daily bank erosion rates in the LYR before and after dam construction were also investigated, revealing that: (1) the bank erosion rates had a mean value of 16.7‐29.1 m/day in the braided reach, with a maximum value of 290.0 m/day, while they were relatively low in the meandering reach, with a mean value of 2.5 m/day; (2) the erosion rates before dam construction were slightly greater than those after dam construction, with the difference reaching 5‐10 m/day in the braided reach, decreasing in the transitional reach gradually, and being slight in the meandering reach.