CDIO工程教育模式在高职创业教育中的应用研究——以中国环境管理干部学院为例

创业教育现在已成为我国高等职业教育中的重要一环。高职院校往往开设一门创业教育课程,试图通过该课程达到创业教育的目的,课程过分迷信＂说教、讲授＂的力量,而毕业生创业能力并没有得到预期的培养。通过借鉴CDIO工程教育模式,提出了创业教育应该以创业能力为培养目标,参照CDIO模式的12项标准进行模块化课程开发,通过CDIO循环提高学生的创业综合能力。     

Escherichia coli Concentrations in Urban Watersheds Exhibit Diurnal Sag: Implications for Water‐Quality Monitoring and Assessment

The variability of indicator bacteria over a fine resolution time scale on the order of minutes has yet to be fully understood. In this study, we collected more than 700 Escherichia coli samples at a 10‐ and 30‐min resolution in an urban watershed in Houston. A Bacteria Diurnal Sag (BDS) marked with daytime exponential decay followed by an exponential nighttime regeneration was observed. This pattern was observed during all sampled events but varied depending on other variables. The concentrations during a 24‐h period varied 1 to 5 orders of magnitude and the fecal load was at least 10 times lower than what would be obtained using a single morning E. coli measurement, the typical sampling scheme in most monitoring programs. Decay rates, ranging from 3.67 to 24.7/day, decreased E. coli concentrations to below the water‐quality standards from 14:00 to 18:00 h and were strongly influenced by water temperatures and solar radiation intensities. Rapid regeneration occurred on the order of 9.41 to 64.1/day allowing E. coli concentrations to return to their pre‐decay levels. The data indicated that four to six samples taken between 06:00 and 18:00 h may be sufficient to define the BDS depending on stream conditions, and that a threshold concentration of approximately 100 MPN/dl (most probable number in a deciliter) existed for the studied urban watershed. These findings have significant implications for water‐quality monitoring, regulation, and compliance.     

提高循环水浓缩倍数节水减排方案探讨

针对川西北某轻烃厂循环冷却水水质的特点,拟采用无磷药剂配方将循环水浓缩倍数从3．0提高到5．0,并新增软水处理系统作为循环水补水,从而达到优化水质、节水减排的目的。针对浓缩倍数提高引起得的水质稳定难题提出相应的技术方案,最终达到改善水质,保护水环境,节水减排的效果。     

Integrating waste,manufacturing and industrial symbiosis: an analysis of recycling,remanufacturing and waste treatment firms in Texas

The continually increasing volume of the waste stream has led to numerous calls for strategies to close the loop on material use through industrial symbiosis strategies which direct used material and products (wastes) back to production processes. By use of a survey of recycling, remanufacturing and waste treatment firms in Texas, this paper asks if these firms can operate as a bridge between production and consumption/waste to efficiently increase the flow of used materials and products back to production processes at the local level. The results suggest that while most materials and used products are collected locally, only some can be re(consumed) locally. Moreover, the firms face negative perceptions about their activities from industry and the public at large that likely slow both the rate of entry of new firms into these markets and the expansion possibilities of existing firms. In addition, the types of conventions that characterize the interactions of more successful firms are not well developed in this sector(s). It is unlikely that recycling, remanufacturing and waste treatment firms can become central players in the production, consumption and waste cycle loop until society develops production design, marketing and consumption philosophies that include recycling and remanufacturing at a fundamental level.     

环境温度对车用压缩天然气瓶火烧试验的影响

环境温度是研究车用压缩天然气瓶火烧试验机理的一个重要因素,因此有必要定量的研究环境温度对火烧试验的影响。在已有火烧试验数据的基础上,分析了环境温度对车用压缩天然气瓶火烧试验安全泄放压力和火烧持续时间两个关键指标的影响,结果表明安全泄放压力、火烧持续时间和环境温度均呈反比关系。     

采空区热环境对深部倾斜厚煤层自燃区域影响研究*

为探究热场对深部倾斜采空区煤自燃区域划分的影响,通过对采场空隙结构和耗氧速率进行分析,利用Fluent软件模拟不同通风方式下热环境对采空区流场及自燃带影响。结果表明:受倾角工作面、采空区空隙率及地温梯度综合影响,下行冷风与受采空区浮升力作用的热风在工作面中下部汇合并涌向工作面,使工作面局部温度升高;上行通风方式采空区蓄热范围大于下行风,回风侧温度更高;上行通风自燃带进风侧范围25～40 m,回风侧范围21～52 m;下行通风自燃带进风侧范围15～40 m,回风侧范围15～24 m;结合工作面实测参数,上行风回风侧自燃带范围19～47 m,与实际误差较小。研究结果可为倾角采空区热场条件对自燃带划分影响分析提供参考。     

初始瓦斯浓度对爆炸温度影响实验研究*

为探索瓦斯爆炸过程中温度变化规律,基于球形爆炸实验,研究不同初始瓦斯浓度条件下爆炸温度及爆炸温度与爆炸压力之间的相互作用关系。结果表明:随初始瓦斯浓度升高,在6.5%(低浓度)、9.5%(当量浓度)、12%(高浓度)时出现爆炸温度极大值,分别为995,932,1 153 K;爆炸过程中温度延迟时间及升温时间与初始瓦斯浓度曲线均呈U型变化,当初始瓦斯浓度约为9.5%(当量浓度)时,温度延迟时间及升温时间变化较小;当初始瓦斯浓度在爆炸上限浓度（16%）和下限浓度（5%）附近时,受瓦斯浓度影响变化较大;初始瓦斯浓度在9.5%时,瓦斯爆炸过程中的压力波促进火焰燃烧波的反向传播,出现二次升温现象。研究结果可为完善瓦斯爆炸温度变化机理、提高灾害防控技术提供依据。     

Coadaptive changes in physiological and biophysical traits related to thermal stress in web spiders

Web spiders are considered to have expanded their habitats from dim to bright environments during the evolutionary history. Because they are sedentary predators exposed to the sun, they may have developed a suite of adaptive traits to cope with thermal stress. We examined the critical thermal maximum, spectral reflectance of solar energy by the body surface, and surface–volume ratio (SVR) for 11 spider species. Analysis of the four genera having a pair of species inhabiting both bright and dim environments showed that species in bright environments exhibited higher lethal temperatures, but spectral reflectance and SVR did not differ. Independent contrasts using the 11 species indicated that critical thermal maximum was positively correlated with spectral reflectance and spectral reflectance was negatively correlated with SVR. These results suggest that physiological tolerance to high temperatures and a biophysical mechanism to reduce heat gain evolved jointly during the history of habitat expansion in araneoid spiders.     

生物强化工程菌的构建及其在石化废水处理中的应用

为解决石化废水在低温下生化处理效果差的难题,通过石化废水厂二沉池出水的 GC-MS 分析.确定了石化废水中的特征污染物,在此基础上进行了生物强化工程菌的筛选、驯化与构建.同时,为验证投加工程菌的生物强化技术处理石化废水的效果,开展了二级 A/O 工艺处理低温石化废水的中试研究.结果表明,工艺稳定运行期间,在进水水质波动较大(COD=370～910mg·L-1.NH 4-N=10～70mg·L-1)、水温低于13℃的情况下,出水COD和NH 4-N 平均浓度分别在 80mg·L-1和8mg·L-1左右,水质优于污水综合排放标准(GB8978-1996)中表2 一级标准.经对中试装置出水的 GC-MS 分析可知,难降解有机污染物的种类为由未经生物强化的68种减少到32种,绝对石油烃含量、苯系物、卤代物等的含量较未强化的系统都有大幅度地下降.因此,经生物强化后,系统对难降解有机物的处理能力大大地增强,生物强化技术应用于低温石化废水的处理是有效的、可行的.     

同步脱氮除磷新工艺处理校园生活污水

针对国内现行工艺氮磷去除不能兼顾的现实,采用活性污泥、生物膜组合系统(活性污泥、生物膜培养采用原水→配水→待处理废水逐级诱导培养获得单池相对纯净的生物相.避免了硝化菌与聚磷菌的泥龄矛盾,利用反硝化聚磷"一碳两用"缓解了碳源竞争问题),并采用独特的聚磷污泥回流方式使全部聚磷菌污泥经历释磷、聚磷循环,克服了水体中氮磷去除不能兼顾的问题.运行结果表明,该工艺对校园生活污水有良好的处理效果.当进水的CODCr、NH 4-N、TN、PO3-4-P的平均浓度为349.84mg·L-1、32.28mg·L-1、35.76mg·L-1、6.45mg·L-1时,出水平均浓度为14.77mg·L-1、1.46mg·L-1、5.48mg·L-1、0.63mg·L-1,平均去除率分别为95.7%、95.12%、84.45%、92.01%.长期的运行表明此工艺对氮磷有稳定的去除效果,出水水质满足国家<城镇污水处理厂污染物排放标准>(GB18918-2002一级B标准)要求.