Design Methodology and Area Sensitivity Analysis of Horizontal Subsurface Flow Constructed Wetlands

An approach is presented to satisfy the demand for simple criteria, guidelines and models for the preliminary sizing of horizontal subsurface flow (SF) constructed wetland systems. This approach eliminates time-consuming calculations and iterations by providing graphical solutions for wetland system sizing. Therefore, it can be used for the preliminary assessment of new or performance evaluation of existing subsurface flow constructed wetland systems. The validity of this methodology is checked with data from existing systems and is found to be quite satisfactory. This methodology is combined with simple equations predicting the maximum wetland capacity in summer, so as to assist designers in sizing installations in tourist areas with increased summer populations. Furthermore, based on this methodology, a sensitivity analysis is performed of the area requirements for wastewaters of various strengths and various design conditions and performance criteria. The results provide a useful overview to engineers and further simplify the design methodology of new subsurface flow constructed wetland systems.     

ASON网络业务及要求

电信网发展正在由技术驱动向业务驱动演进。ASON第一次将控制层面引入了传送网，利用控制层面和分布在各传送设备的智能单元可以更方便地提供业务。本介绍了ASON的业务类型、业务等级、接入方法等属性，并重点介绍了几种业务模型实例及应用，对ASON管理平面对业务的管理进行了讨论，最后对业务的应用和ASON网络发展影响进行了探讨。     

Biological treatment of wastewater from a polymer coating process

Wastewater containing propylene glycol methyl ether from a powder and E‐coating plant was treated biologically. The wastewater was circulated through a packed column at rates of 0.014, 0.028, and 0.042 m³ m^?2 s^?1 (14, 28, and 42 kg m^?2 s^?1) with an airflow in a countercurrent direction. Various air flowrates from 0.034 to 0.10 m³ m^?2 s^?1 (0.041–0.12 kg m^?2 s^?1) were used. The removal of the biological oxygen demand (BOD) of the wastewater did not change significantly with the air flowrate. After 4 days of treatment in the packed column the BOD was reduced by about 70% while a BOD reduction of 10% was observed with the wastewater in a stagnant tank. BOD removal with aeration in the packed column was about 40% higher than that without aeration. At the air flowrate of 0.068 m³ m^?2 s^?1 and the liquid flowrate of 0.028 m³ m^?2 s^?1, BOD removal for the wastewater seeded with Polyseed® increased by about 25% compared with that of the unseeded wastewater. In order to minimize the power consumption, cyclic pumping of the liquid to the packed column with aeration was also tested. For the liquid‐pumping cycle of 2‐h on and 4‐h off, BOD removal was about the same as that with a continuously pumping operation. © 2002 Society of Chemical Industry     

有广阔市场前景的化工产品—过氧化钙

本文叙述过氧化钙的性质,并以实例说明过氧比钙在水产养殖、食品加上、果蔬保鲜。环境保护、农作物栽培、橡胶及化工等奋方面的应用。     

ST-T接枝淀粉的可生化量分析

通过可生化量即生化需氧量（BOD）与化学需氧量（COD）的比值对一种已在市场中得到应用的接枝淀粉（ST-T）进行生物降解性评价。测定结果表明ST-T的可生化量的平均值是0.340,是PVA的27-85倍,也比酸解淀粉的可生化量值略高,具有十分优异的生物降解性。     

介体型水质BOD生物电化学传感器研究进展

生物化学需氧量(BOD)是目前国际上用来衡量水质有机物污染的重要指标之一。由于水体中氧的溶解度非常低,以电子媒介体代替溶解氧为电子受体的介体型BOD生物电化学传感器以其快速、准确、稳定等优点得到了较快的发展。论述了介体型水质BOD生物电化学传感器的发展现状及研究动态,重点讨论了介体型水质BOD生物电化学传感器的工作原理、构成及类型,分析了不同类型传感器的优缺点,并对其核心部分-微生物膜的制备方法做了比较详细的介绍。     

多孔悬浮填料SBR工艺和传统SBR工艺的对比研究

为了改善某市污水厂出水水质,对常规SBR法工艺进行技术改造(将悬浮载体活性污泥法工艺应用到SBR工艺曝气池中)。对比平行实验期出水的COD、BOD5、NH4 -N、T-P等化学指标和生物相,检测是否达到预期效果。试验结果显示投加了悬浮填料的SBR池较普通的SBR池活性污泥系统内的生物种类、存在方式及基质的分配与传质方式都有明显的改善,表现出良好的耐水量和水质冲击的能力,出水的COD、BOD5、NH4 -N、T-P的去除率分别由原来的67.9%、81.6%、56.4%、62.5%提高到78.4%、88.9%、69.2%、74.2%。文中实验研究是针对变水位SBR工艺等间歇式曝气池,突破了悬浮填料工艺主要应用于恒水位连续式曝气池,这对于已建水厂的技术改进具有很强的实用性。     

BOD微生物传感器关键技术及其发展

生化需氧量(BOD)是表征水中有机污染物含量的重要指标,对水质监测和生化过程控制具有重要意义.总结了构成BOD检测系统的各环节,阐述了BOD微生物传感器中微生物选取、固定化以及换能器等关键技术,分析了不同方法的特点,讨论了目前BOD微生物传感器在研究中遇到的主要问题,并对其发展方向进行了展望.     

BOD微生物传感器和快速BOD测定仪的研制

报导了一种用皮状丝孢酵母组成的ＢＯＤ微生物传感器和流通式微机化愉速ＢＯＤ测定仪。本法的响应时间为（３～７）ｍｉｎ，测定范围为（１０～６０）ｍｇ／Ｌ，线性方程ΔＩ＝０．４２＋１．６４Ｃ，相关系数γ＝０．０９７。对４０ｍｇ／ＬＢＯＤ标样平行测定８次的相对标准偏差ＲＤ＝３．７１％，加标回收率为９４．１％～１０４．７％     

ASON发展趋势及应用前景

本文根据网络发展的趋势和传送业务的变化,分析了光传送网技术所面临的挑战以及新的要求,阐述了ASON技术的发展趋势,提出了ASON的应用策略.