氧化钙燃烧固硫添加剂的研究

在寻找钙基燃烧固硫加剂，并探讨其机理的试验中，研究了碱金属化合物在不同含量，不同温度下对氧化钙固硫率的影响，试验结果表明，一些碱金属化合物能使固硫率增加约１０个百分点左右，采用ＳＥＭ和热天平分析了固硫率提高的原因，提出碱金属化合物提高固硫率的机理在于：低熔点液相共熔物的形成导致ＣａＯ微观结构的改变。     

氧化·热化学脱硫研究

热化学脱硫法因铵盐回收率低、产物不稳定,无法解决实用化问题。氧化热化学法应用超强脉冲电场产生高浓度、高能量的活性粒子,使SO₂在氧化过程中生成H₂SO₄,与NH3进行热化学反应,生成稳定的固体微粒（NH₄）₂SO₄,用电收尘器加以回收。脱除率、回收率可达90％左右,脱除1m³烟气中SO₂耗能为4Wh,实现了干法高效脱硫。一次投资大幅度减少,回收铵盐基本上抵消了药品费和电费。     

有机磷农药化学结构与色谱保留值定量关系研究（Research on the Relation between Chemical Structures of Organophosphorus Pesticide Residues and Their Chromatography Retention）

利用开放源代码软件CDK(Chemistry Development Kit)描述符和GC-MS以及GC-FPD测定值,对人参根部101种残留有机磷农药进行结构表征,分别以多元线性回归和偏最小二乘回归法建立定量结构色谱保留值关系模型.逐步线性回归模型的相关系数为R=0.942(R2=0.893),交互检验的复相关系数为R=0.912(R2cv=0.832).偏最小二乘模型的相关系数为R2=0.720,交互检验的复相关系数Q2=0.552.结果表明,原子极化率和电荷偏面积等分子属性具有表征能力强等优点,所建模型具有良好的稳定性和估计能力.     

2种人工湿地的水力停留时间及净化效果

以复合垂直流人工湿地(IVCW)和水平潜流人工湿地(HSCW)为研究对象,研究了2种湿地运行的季节性最佳水力停留时间(HRT)参数,并监测了2种湿地在最佳HRT参数下运行时对污水的净化效果。结果显示:(1)在IVCW中,最佳HRT在春、秋季为8～10 h;夏季为6 h;冬季为12 h。在HSCW中,最佳HRT在春、秋季为10～12 h;夏季为6～8h;冬季为24～36 h。(2)2种湿地对COD的去除率均无显著的季节性差异;湿地进水中NH4+-N/TN比值与TN去除率显著负相关;不同季节下IVCW对TN的去除效果均高于HSCW。(3)水温对TN、TP去除率的影响在IVCW中比HSCW中的明显;水温高时,2种湿地中的TN去除率较高,IVCW中的TP去除率也较高,但HSCW中的TP去除率则较低,它们间均未达到显著的相关性。     

黄河水体颗粒物对3种多环芳烃光化学降解的影响

研究了、苯并(a)芘、苯并(ghi)3种多环芳烃在黄河水体中的光化学降解规律,探讨了黄河泥沙和黄土2种颗粒物对多环芳烃光化学降解的影响.结果表明:①当水体不含任何颗粒物时,多环芳烃的光降解符合一级反应动力学规律,且反应动力学常数随污染物初始浓度的降低而增加;3种多环芳烃的光降解速率与分子的吸收光谱相关.②黄土通过对光强的阻碍作用和其中所含腐殖质的光敏化作用影响多环芳烃的光化学降解,这2方面的共同作用导致不同浓度黄土所产生的影响不同.黄土浓度为0.1g/L或5g/L时促进了和苯并(a)芘的光降解;黄土浓度为5g/L时促进了苯并(ghi)的降解.当水体含有黄土时,多环芳烃的光降解符合二级动力学规律.③对多环芳烃光化学降解起主要作用的是黄土中存在的溶解性腐殖质,非溶解性腐殖质的作用不大.④由于黄河泥沙在河水中长期存在,泥沙中的溶解性腐殖质都已溶于水中,泥沙主要通过对光强的阻碍作用影响水体中多环芳烃的光降解,使光降解速率随泥沙浓度的增加呈幂指数降低.     

Feasibility and simulation model of a pilot scale membrane bioreactor for wastewater treatment and reuse from Chinese traditional medicine

The lack and pollution of water resource make wastewater reuse necessary. The pilot scale long-term tests for submerged membrane bioreactor were conducted to treat the effluents of anaerobic or aerobic treatment process for the high-strength Chinese traditional medicine wastewater. This article was focused on the feasibility of the wastewater treatment and reuse at shorter hydraulic retention time （HRT） of 5.0, 3.2 and 2.13 h. MLSS growth, membrane flux, vacuum values and chemical cleaning periods were also investigated. The experimental results of treating two-phase anaerobic treatment effluent demonstrated that the CODfilt was less than 100 mg/L when the influent COD was between 500-10000 mg/L at HRT of 5.0 h, which could satisfy the normal discharged standard in China. The experimental results to treat cross flow aerobic reactor effluent demonstrated that the average value of CODfilt was 17.28 mg/L when the average value of influent COD was 192.84 mg/L at HRT of 2.13 h during 106 d, which could completely meet the normal standard for water reuse. The maximum MLSS and MLVSS reached 24000 and 14500 mg/L at HRT of 3.2 h respectively. Membrane flux had maximal resume degrees of 94.7% at vacuum value of 0.02 MPa after cleaning. Chemical cleaning periods of membrane module were 150 d. A simulation model of operational parameters was also established based on the theory of back propagation neural network and linear regression of traditional mathematical model. The simulation model showed that the optimum operational parameters were suggested as follows： HRT was 5.0 h, SRT was 100 d, the range of COD loading rate was between 10.664-20.451 kg/（m3.d）, the range of MLSS was between 7543-13694 mg/L.     

Solid state speciation and potential bioavailability of depleted uranium particles from Kosovo and Kuwait

A combination of synchrotron radiation based X-ray microscopic techniques (μ-XRF, μ-XANES, μ-XRD) applied on single depleted uranium (DU) particles and semi-bulk leaching experiments has been employed to link the potential bioavailability of DU particles to site-specific particle characteristics. The oxidation states and crystallographic forms of U in DU particles have been determined for individual particles isolated from selected samples collected at different sites in Kosovo and Kuwait that were contaminated by DU ammunition during the 1999 Balkan conflict and the 1991 Gulf war. Furthermore, small soil or sand samples heavily contaminated with DU particles were subjected to simulated gastrointestinal fluid (0.16 M HCl) extractions. Characteristics of DU particles in Kosovo soils collected in 2000 and in Kuwait soils collected in 2002 varied significantly depending on the release scenario and to some extent on weathering conditions. Oxidized U (+6) was determined in large, fragile and bright yellow DU particles released during fire at a DU ammunition storage facility and crystalline phases such as schoepite (UO₃·2.25H₂O), dehydrated schoepite (UO₃·0.75H₂O) and metaschoepite (UO₃·2.0H₂O) were identified. As expected, these DU particles were rapidly dissolved in 0.16 M HCl (84 ± 3% extracted after 2 h) indicating a high degree of potential mobility and bioavailability. In contrast, the 2 h extraction of samples contaminated with DU particles originating either from corrosion of unspent DU penetrators or from impacted DU ammunition appeared to be much slower (20–30%) as uranium was less oxidized (+4 to +6). Crystalline phases such as UO₂, UC and metallic U or U–Ti alloy were determined in impacted DU particles from Kosovo and Kuwait, while the UO_2,34 phase, only determined in particles from Kosovo, could reflect a more corrosive environment. Although the results are based on a limited number of DU particles, they indicate that the structure and extractability of DU particles released from similar sources (metallic U penetrators) will depend on the release scenarios (fire, impact) and to some extent environmental conditions. However, most of the DU particles (73–96%) in all investigated samples were dissolved in 0.16 M HCl after one week indicating that a majority of the DU material is bioaccessible.     

10a生连香树人工群落生物量研究

对１０年（ａ）生连香树人工群落生物量的分布与模型及凋落物进行了研究,主要结果为：①建立了连香树各器官与地（胸）径或树高的回归模型６８个．②群落总生物量（Ｗｔ／ｔｈｍ－２）为１２６．３２６,其中,地上和地下部分生物量（Ｗ／ｔｈｍ－２）分别为７６．０６８和４７．８１０,凋落物Ｗ为２．４４８．③群落、根系和吸收根的生产力（Ｐ／ｔｈｍ－２ａ－１）分别是１２．３８８～１５．２４８、４．７８１和０．６１１．④群落光能和有效光能利用率分别为０．７５％和１．８８％．⑤９７．４８％的根集中于０～２０ｃｍ土层,６９．９３％的根分布于距干基４０ｃｍ的水平范围;９２．０７％的叶分布于３～６ｍ的垂直范围,８３．８０％的叶分布于距干基１ｍ的水平范围;８４．０５％的干枝分布于距干基０．５ｍ的水平范围．⑥１０～１２月凋落量占全年的８１．２６％．⑦凋落物对元素生物循环的影响大小顺序为Ｐ＞Ｎ＞Ｋ＞Ｃａ＞Ｍｇ＞Ｆｅ＞Ａｌ＞Ｍｎ．⑧提出了生物循环功能系数、凋落物分解率和保存率的算法及含义     

APPLICATION OF THE GREEN-AMPT INFILTRATION EQUATION TO WATERSHED MODELING1

ABSTRACT: A computer model was developed, based on the Green-Ampt infiltration equation, to computed rainfall excess for a single precipitation event. The model requires an estimate of parameters related to hydraulic conductivity, wetting front section, and fillable porosity of the soil layers. Values of parameters were estimated from soil textural averages or regression equations based on percent sand, percent clay, and porosity. Average values of effective porosity and wetting front suction were largely acceptable due to the relatively low variability and low model sensitivity to the parameters. Hydraulic conductivity was the most erratic constituent of the loss rate computation due to the high variability and the high sensitivity of the computed infiltration to the parameter. The performance of the Green-Ampt infiltration model was tested through a comparison with the SCS curve number procedure. Seven watersheds and 23 storms with precipitation of one inch or greater were used in the comparison. For storms with less than one inch of rainfall excess, the SCS curve number procedure generally gave the best results; however, for six of the seven storms with precipitation excess greater than one inch, the Green-Ampt procedure delivered better results. In this comparison, both procedures used the same initial abstractions. The separation of rainfall losses into infiltration, interception, and surface retention is, in theory, an accurate method of estimating precipitation excess. In the second phase of the study using nine watersheds and 39 storms, interception and surface retention losses were computed by the Horton equations. Green-Ampt and interception parameters were estimated from value sin the literature, while the surface retention parameter was calibrated so that the computed runoff volumes matched observed volumes. A relationship was found between the surface retention storage capacity and the 15-day antecedent precipitation index, month of year, and precipitation amount.     

RETENTION BASIN FAILURES IN CARBONATE TERRANES1

ABSTRACT Sinkholes and subsidence in areas subject to dewatering of carbonate formations have been documented in several geologic and hydrologic investigations. Excessive ground-water pumpage has been cited as a causative factor in areas of increased sinkhole activity. Subsurface erosion of unconsolidated materials underlain by carbonate rocks is one cause of the collapses. Infiltrating water from retention basins may cause subsurface erosion and eventual failure by collapse of the structure. The resulting ground-water contamination would be great as the pollutants spread throughout the solution-cavity system.