聚丙烯酰胺对磷素在土壤中吸附-解析与迁移的影响

通过等温吸附-解析试验和土柱淋溶试验,研究了土壤(填土)经聚丙烯酰胺(PAM)处理后对磷素的吸附、解析规律以及磷素在土柱中迁移的影响.研究结果表明,和原土样相比,PAM减少了土壤在慢速吸附阶段对磷的吸附,不仅使土壤对磷的最大吸附量(Xm)降低,而且使被吸附磷的解析率升高;PAM与土壤复合后可以促进有效磷在土柱中向下迁移,增加淋溶液中磷的浓度.     

Nutrient exchange and release experiment and its simulation study in lake water-sediment interface

The sediment distributed and insolated under lake was collected for experiments. The nutrient layer distribution conditions of sampled sediment and its physical and chemical characteristics were analyzed to simulate and assess the influence degree to lake water quality. Based on the dynamic water exchanging experiments the nutrient release process in sediment and influence mechanism to substance exchanging on water-sediment interface was studied, and the correlation between the changing content of total phosphors and total nitrogen in sediment and covered water were analyzed for setting up a simulation model. At the same time the influence degree is explained in detail. The experimental results indicated that even if clean water without nutrient contents was used for water exchangement so as to decrease pollution or prevent eutrophication, however owing to the vertical nutrient distribution in lake sediment, it will lead to the increasing release amount greatly especially when the organic nutrient contained in sediment turns into inorganic status because of isolation. Besides the release process of total phosphate （TP） and total nitrogen （TN） were modeled and each nutrient＇s exchanging equation at interface caused by covered water nutrient concentration changing was set up. According to the simulating prediction, TP and TN content of cover water will also sustain a steady higher level in a long period. The nutrient release amount of sediment is not only affected by the covered water concentration but also connects with accumulative time. The experiments provide the fundamental theoretical and practical basis for taking ecological restoration project. And research is helpful to prevent or restore lake eutrophication.     

An experimental-computational study of DPF soot capture and heat regeneration

ABSTRACT

A diesel particulate filter (DPF) can effectively reduce the exhaust emissions of particulate matter (PM) and meet emission regulations. We report herein an experimental-numerical study to investigate the soot capture and regeneration behavior in a commonly used DPF. Simulations are performed using the AVL FIRE software that considers a fairly detailed DPF model. The model is validated using measured pressure drop history during soot capture, and temperature history during regeneration from a parallel experimental study using a diesel engine equipped with a DPF. Then, a detailed numerical study is performed to examine the soot capture and heat regeneration processes, and characterize the effects of various parameters on these processes and on DPF performance. Results indicate that the pressure drop during soot loading can be reduced by increasing the CPSI (channels per square inch), minimizing the amount of residual soot in each regeneration cycle, and using moderate gas flow rates. The DPF regeneration performance is characterized in terms of the rates of temperature rise and soot oxidation. Results indicate that these rates are enhanced, as the oxygen content in the exhaust stream is increased to about 12%, the rate of thermal heating is moderately increased, and as the exhaust gas flow rate is increased. Thus, the regeneration efficiency can be significantly improving by optimizing these parameters.     

高温喷水冷却后方钢管再生混凝土短柱轴压性能试验研究

为研究高温喷水冷却后方钢管再生混凝土的受力机理,设计了27个方钢管再生混凝土试件在高温喷水冷却后进行轴心受压加载试验。试验考虑的变化参数包括再生粗骨料取代率、历经最高温度和冷却方式。本文对试验的过程进行了简要的说明,观察了试件受力破坏的全过程,获取了荷载-位移曲线,峰值荷载并分析了特征点数据以及各变化参数对高温喷水冷却后方钢管再生混凝土短柱轴压性能的影响规律。试验结果表明:历经最高温度越高,试件破坏后核心混凝土的受损程度越严重。随着历经最高温度的不断提高,峰值荷载和轴压刚度整体呈下降趋势,温度在800℃时试件的延性最好,高温使得试件的耗能能力提高;随着再生粗骨料取代率的增加,峰值荷载的变化规律不明显,但取代率为75%的试件具有最高的峰值荷载,轴压刚度呈波动变化,取代率对延性影响较明显,对耗能影响较小;不同冷却方式对方钢管再生混凝土短柱的延性影响较大,对其它力学性能影响不显著。引入材料强度折减系数后,我国DBJ 13-51-2003规程和日本AIJ规程中计算方法可以较好地评估高温喷水冷却后方钢管再生混凝土短柱的轴心受压承载力。     

软土场地路堤-加筋碎石桩复合地基工作状态分析

软土场地碎石桩因具备桩体侧向变形大、超孔隙水压力消散慢的问题,导致出现基础沉降大、土体固结排水速度慢等工程病害。路堤下采用加筋碎石桩复合地基是处理软土场地的主流方法。本文采用二维有限元方法,建立考虑路堤填筑过程的软土场地路堤-加筋碎石桩复合地基数值模型,探讨了加筋碎石桩复合地基承载力的影响因素。基于达西定律和比奥固结理论,分析高地下水位场地条件下加筋体刚度和桩数对加筋碎石桩复合地基工作状态的影响规律。研究表明:增大褥垫层厚度和减小褥垫层模量均能够提高桩土应力比,改善桩顶应力集中的问题。与传统碎石桩相比,高地下水位条件下加筋碎石桩复合地基中超孔隙水压力消散速率快,桩数增加可以有效提高复合地基排水速率。     

碳基高价银分子晶体电池处理LAS污染源水试验研究

以扬州第四水厂沉淀后的出水作为原水,模拟突发LAS污染,通过投加碳基高价银分子晶体电池进行应急处理的实验研究。实验结果表明：碳基高价银分子晶体电池对LAS的吸附,在30min内能达到81％的吸附容量;碳基高价银分子晶体电池对LAS的吸附,符合Freundlich吸附模式;溶液pH小于5时,吸附效果较好;对进水浓度小于4．75mg／L的LAS污染水样,接触时间在10min以内,便能使出水中LAS的浓度达到生活饮用水0．3mg／L的限值。     

Contrasting cesium dynamics in neighboring deep and shallow warm-water reservoirs

To measure the long term retention and seasonal dynamics of an initial 4 kg addition of ¹³³Cs into an 11.4-ha, 157,000 m³ reservoir (Pond 4, near Aiken, South Carolina, USA), the concentrations and inventories of ¹³³Cs in the water column were measured at periodical intervals for 522 days following the 1 August, 1999 release. After rapid declines in concentrations and inventories during the first 90 days, the ¹³³Cs concentrations in the water column declined at an average proportional rate of 0.004 d⁻¹. However, there were periods of less rapid and more rapid rates of declines, and these were correlated with periods of increasing and decreasing K concentrations in the water column. The decline rates were less and the K concentrations greater in the winter than in the summer. In the deeper, neighboring monomictic reservoirs of Par Pond and Pond B, a yearly cycle of increasing and decreasing ¹³⁷Cs concentrations in the water column is driven by anoxic remobilization of Cs from the sediments into a persistent summer hypolimnion. In Pond 4, whose mean depth of 1.6 m is too shallow to support a persistent anoxic hypolimnion, the pattern of yearly dynamics for K and Cs appear to be related to the accumulation and release of these elements from the extensive, seasonal macrophyte communities. The contrasting results between Pond 4 and Pond B suggest that a full appreciation of the relative importance of 1) anoxic remobilization and 2) accumulation and release by macrophytes in these systems remains to be established.     

Redeveloping derelict and underused historic city areas: evidence from a survey of real estate developers

Are economic incentives and regulatory relief useful tools for encouraging reuse of abandoned or under-utilised urban sites with historic buildings? Answering this question is of key importance for many European cities and for older US cities, and has important implications in terms of urban sustainability and “smart growth” initiatives. This study uses conjoint choice experiments to explore the relative importance of economic incentives, regulatory relief, land use and property regime offerings at under-utilised historic sites in Venice, Italy. Real estate developers and investors were surveyed, and asked to choose between pairs of hypothetical projects in three Venice locations, as well as between one of these projects and the alternative to do a development project elsewhere. Statistical models of the responses to these choice questions indicate that respondents were sensitive to the price of acquiring the land (and hence to any policies that influence prices), and particularly sensitive to the property regime that would be granted to developers and investors and to the allowable land use. It is concluded that the city should focus on offering land uses and property regimes that are more in tune with developer demand.     

Sorption influenced transport of ionizable pharmaceuticals onto a natural sandy aquifer sediment at different pH

The pH-dependent transport of eight selected ionizable pharmaceuticals was investigated by using saturated column experiments. Seventy-eight different breakthrough curves on a natural sandy aquifer material were produced and compared for three different pH levels at otherwise constant conditions. The experimentally obtained K_OC data were compared with calculated K_OC values derived from two different log K_OW-log K_OC correlation approaches. A significant pH-dependence on sorption was observed for all compounds with pK_a in the considered pH range. Strong retardation was measured for several compounds despite their hydrophilic character. Besides an overall underestimation of K_OC, the comparison between calculated and measured values only yields meaningful results for the acidic and neutral compounds. Basic compounds retarded much stronger than expected, particularly at low pH when their cationic species dominated. This is caused by additional ionic interactions, such as cation exchange processes, which are insufficiently considered in the applied K_OC correlations.     

再生粗骨料混凝土柱耐火性能试验与理论分析

为研究再生粗骨料混凝土柱的耐火性能,进行了1个足尺的再生粗骨料混凝土柱和足尺的1个普通混凝土柱在竖向恒定荷载和温度场耦合作用下的耐火性能试验研究,2个试件的混凝土设计强度均为C30,2个柱采用相同的轴压比施加竖向荷载。在试验研究基础上,比较分析了2个试件的耐火极限以及各个测点的温度变化、侧向挠度、轴向变形和破坏过程;用有限元软件ABAQUS对试件截面温度场进行了模拟分析,测点温度增量模拟结果与实测温度增量符合较好。研究表明:相同初始轴压比条件下,混凝土强度接近的再生粗骨料混凝土柱比普通混凝土柱升温速度慢,具有相对较好的隔热性能;再生粗骨料混凝土柱比普通混凝土柱的抗爆裂性能好,耐火极限长;因再生粗骨料混凝土柱比普通混凝土柱的孔隙率相对较高,在高温作用下其内部蒸汽应力可得到一定释放,由此引起的柱子轴向压缩变形相应也较大;一定条件下的再生粗骨料混凝土柱可用于建筑工程。