Development and application of a GIS-based sediment budget model

Accelerated erosion and increased sediment yields resulting from changes in land use are a critical environmental problem. Resource managers and decision makers need spatially explicit tools to help them predict the changes in sediment production and delivery due to unpaved roads and other types of land disturbance. This is a particularly important issue in much of the Caribbean because of the rapid pace of development and potential damage to nearshore coral reef communities. The specific objectives of this study were to: (1) develop a GIS-based sediment budget model; (2) use the model to evaluate the effects of unpaved roads on sediment delivery rates in three watersheds on St. John in the US Virgin Islands; and (3) compare the predicted sediment yields to pre-existing data. The St. John Erosion Model (STJ-EROS) is an ArcInfo-based program that uses empirical sediment production functions and delivery ratios to quantify watershed-scale sediment yields. The program consists of six input routines and five routines to calculate sediment production and delivery. The input routines have interfaces that allow the user to adjust the key variables that control sediment production and delivery. The other five routines use pre-set erosion rate constants, user-defined variables, and values from nine data layers to calculate watershed-scale sediment yields from unpaved road travelways, road cutslopes, streambanks, treethrow, and undisturbed hillslopes. STJ-EROS was applied to three basins on St. John with varying levels of development. Predicted sediment yields under natural conditions ranged from 2 to 7Mgkm(-2)yr(-1), while yield rates for current conditions ranged from 8 to 46Mgkm(-2)yr(-1). Unpaved roads are estimated to be increasing sediment delivery rates by 3-6 times for Lameshur Bay, 5-9 times for Fish Bay, and 4-8 times for Cinnamon Bay. Predicted basin-scale sediment yields for both undisturbed and current conditions are within the range of measured sediment yields and bay sedimentation rates. The structure and user interfaces in STJ-EROS mean that the model can be readily adapted to other areas and used to assess the impact of unpaved roads and other land uses sediment production and delivery.     

产絮凝剂细菌的筛选及其培养条件研究

从活性污泥、农药厂土壤中分离筛选到8株产絮凝剂细菌,经过复筛得到一株高效絮凝剂产生菌NT-1.该菌产絮凝剂的适宜碳源为蔗糖,适宜氮源为酵母膏,初始pH值7.0～8.0,装液量45～75 mL/150 mL,接种量3%～6%,摇床转数为150 r/min,32 ℃培养36～72 h;产生具有高效稳定絮凝活性的絮凝剂,对高岭土悬液的絮凝率均在90%以上.     

C/N比对嗜酸细菌X-29产氢能力及其酶活性的影响

C/N比影响细菌的物质和能量代谢,为了提高产氢细菌的产氢效能,通过间歇产氢实验和酶活性分析方法,分析了在不同C/N比下嗜酸产氢细菌X-29的产氢能力以及氢化酶和乙醇脱氢酶的活性表达情况.研究结果表明,C/N比对产氢细菌的代谢及其相关酶的表达有显著的影响.虽然在不同C/N比下单位生物量的液相末端发酵产物差异不大,但是产氢能力存在显著的差异,当C/N比为14时产氢细菌X-29具有最大累积产氢量2 210.9mL/g.在不同C/N比下氢化酶的表达活性不同,氢化酶活性随着发酵的进行达到高峰后迅速降低,氢化酶的表达周期较短.乙醇脱氢酶活性随着代谢进程逐渐升高后而趋于平稳,不同C/N比时表达活性差异较小,表达周期较长.在C/N比为14时,氢化酶和乙醇脱氢酶的活性最高,分别为2.8μmol·(min·mg)^-1和33.2μmol·(min·mg)^-1.     

气态硫闪爆事故原因分析及对策

对处理硫磺回收装置高温掺合阀故障时发生的硫闪爆事故进行了分析,提出了相应的对策.     

硫磺回收装置腐蚀原因及防护措施

针对国内硫磺回收装置实际生产中存在的设备腐蚀问题,根据不同的腐蚀机理进行了腐蚀分类,分析了腐蚀原因并提出了具体的防护措施.     

The social and spatial distribution of temperature-related health impacts from urban heat island reduction policies

Cities are developing innovative strategies to combat climate change but there remains little knowledge of the winners and losers from climate-adaptive land use planning and design. We examine the distribution of health benefits associated with land use policies designed to increase vegetation and surface reflectivity in three US metropolitan areas: Atlanta, GA, Philadelphia, PA, and Phoenix, AZ. Projections of population and land cover at the census tract scale were combined with climate models for the year 2050 at 4 km × 4 km resolution to produce future summer temperatures which were input into a comparative risk assessment framework for the temperature-mortality relationship. The findings suggest disparities in the effectiveness of urban heat management strategies by age, income, and race. We conclude that, to be most protective of human health, urban heat management must prioritize areas of greatest population vulnerability.     

骆马湖泥-水界面磷铁硫原位同步变化特征

利用薄膜梯度扩散（DGT）原位采样装置获取了骆马湖全湖8个典型湖区泥-水界面（SWI）活性磷（P）、铁（Fe）、硫（S）垂向分布信息，据此定量估算三者交换通量.结果表明，骆马湖沉积物剖面P、Fe、S浓度范围分别为0~2.05，0~11.10和0.01~0.63mg/L，并在微小尺度呈高度空间异质性.在水平方向上活性P、Fe主要表现为西北湖区高于东南湖区，而活性S则未表现出明显的分布规律；就垂直剖面而言，活性P、Fe、S自界面向下呈升高趋势，并在60mm深度内出现峰值，且活性P和Fe剖面呈明显的同步变化特征；活性P、Fe在多数点位具有显著的正相关性（r>0.65，P<0.01），且各采样点沉积物中的总铁与总磷比值[w（∑Fe）/w（∑P）]均高于15，这表明Fe的地球化学循环过程对于骆马湖内源磷释放起重要控制作用；8个采样点样品中活性P、Fe、S交换通量分别为0.066~0.698，1.671~5.592和0.007~0.071mg/（m²·d），表明P、Fe、S由沉积物向水体释放.西北湖区表现出较高的P通量和活性P浓度，这可能会增加南水北调过程中水质污染的风险，应予以重视.以上结果支持了P、Fe耦合释放机制，明确了骆马湖SWI的活性P、Fe、S迁移特征.     

IEC 61373两个版本标准的振动试验量级对比分析

通过对IEC 61373-1999与IEC 61373-2010铁路应用机车车辆设备冲击和振动试验试验标准的比较,主要分析了振动试验中的模拟长寿命试验的量级变化。两种版本振动试验量级变化的原因是标准中采用的S-N模型发生变化,从而导致计算加速度比的方法有所改变。     

玻璃纤维(GFRP)布—高强混凝土界面的剥离承载力研究

高强混凝土如今被广泛应用于各种重要的民用和工业建筑物上,与其维修加固相关的问题急需人们去研究、解决。目前,外贴玻璃纤维(GFRP)布加固高强混凝土的关键问题——界面的粘结破坏机理还很少有系统研究。本文对41个粘贴GFRP布的高强混凝土试件进行了单面剪切试验,得到了不同影响因素(混凝土强度、GFRP布粘结长度、宽度比、GFRP布刚度)作用下的界面剥离承载力、应变分布以及破坏模式。统计分析承载力试验值,给出了适合高强混凝土的宽度比系数,进而得到了GFRP布—高强混凝土界面的剥离承载力计算公式;进一步将试验值与陈-腾公式进行了比较,并且检验了已有承载力模型预测的准确性;由试验得到的应变数据考察了界面应变分布,发现应变的理论计算值与试验值在弹性阶段吻合较好。高强混凝土下,超过有效粘结长度后界面的破坏模式主要为界面剥离破坏。     

应对二氧化碳浓度上升问题的研究:CO_2的捕获、储存与利用

为了缓解日益严重的CO2浓度升高导致的温室效应等环境问题,针对各国CO2过量排放与温室效应逐渐加剧的现状,讨论传统CO2减排方法与CO2的捕获、储存与利用(CCSU)的优缺点和优势互补,论述针对大型CO2排放点的减排措施——CCSU的必要性。对CCSU进行系统的介绍和认识,并对CCSU所包含的各种捕获技术、储存技术以及利用技术的特点进行对比和分析,论述其适用范围、地域和经济因素。结合国外一些现有的应用CO2的先进技术和经验,对CO2的捕获与利用的联用作出分析和展望。尤其是CO2的化工利用具有广阔的研发和发展前景,CO2EOR(CO2提高采收率技术)在技术和经济上具有实际应用意义。为新型环保型能源体系的建设提供参考。