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Assessment of Sustainable Sanitation Systems: Urban Slums 可持续卫生系统评估:城市贫民窟
A. Hamza, B. Akıntuğ
Having an appropriate plan of sanitation systems is one of the critical issues in global urban slums nowadays. Poor sanitation systems in urban slums outcomes an enhanced vulnerability of severe diseases, low hygiene, and environmental risks within our environment. Greywater, human excreta, and solid waste are the main contributors increasing public health risks and amounts of pollution loads within the slum environment. Higher population growth, urge of urbanization and illegal status of urban slums makes it impossible to increase the level of performance of sanitation systems in urban slums. According to Sustainable Sanitation Alliance, design parameters for sanitation systems are set up to ensure sustainable environment. This paper reviews the categories of effluent, treatment technologies, and procedures of processes that are adopted in the urban slums. Based on these considerations, assessment of sustainable sanitation systems is done using sanitation chain concept in accordance to the pre-determined sustainability indicators and criteria which shows that this concept is potentially feasible and applicable in terms of sustainable sanitation in urban slums.
拥有适当的卫生系统计划是当今全球城市贫民窟的关键问题之一。城市贫民窟恶劣的卫生系统导致我们的环境更容易患上严重疾病、卫生条件差和环境风险。灰水、人类排泄物和固体废物是增加公共健康风险和贫民窟环境污染负荷的主要因素。人口增长过快、城市化的迫近和城市贫民窟的非法地位使得城市贫民窟卫生系统的性能水平无法提高。根据可持续卫生联盟,建立了卫生系统的设计参数,以确保可持续的环境。本文综述了城市贫民窟污水的种类、处理技术和处理程序。基于这些考虑,根据预先确定的可持续性指标和标准,使用卫生链概念对可持续卫生系统进行了评估,这表明该概念在城市贫民窟的可持续卫生方面具有潜在的可行性和适用性。
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引用次数: 0
Backwash Optimization for Drinking Water Treatment Biological Filters 饮用水处理生物过滤器反冲洗优化
Sarra K. Ikhlef, O. Basu
.................................................................................................................................... ii ACKNOWLEDGMENTS .............................................................................................................. iii TABLE OF CONTENTS ................................................................................................................ iv LIST OF TABLES ........................................................................................................................ vii LIST OF FIGURES ...................................................................................................................... viii LIST OF ACRONYMS .................................................................................................................. ix CHAPTER 1INTRODUCTION .................................................................................................... 1 1.1 Problem Statement ................................................................................................................. 1 1.2 Research Objectives ............................................................................................................... 2 1.2.1 Main Objective ................................................................................................................ 2 1.2.2 Specific Objectives ......................................................................................................... 3 1.3 Organization of Thesis Document ......................................................................................... 3 CHAPTER 2LITERATURE REVIEW ......................................................................................... 4 2. 1 Filtration in Drinking Water Treatment ................................................................................ 4 2.1.1 Removal Mechanisms ..................................................................................................... 5 2.1.2 Types of Filters ............................................................................................................... 5 2.2 Biologically Active Filters in Drinking Water Treatment ..................................................... 7 2.2.1 NOM Removal by Biofiltration ...................................................................................... 7 2.2.2 Operational Parameters of Biologically Active Filters ................................................... 8 2.3 Backwashing of Drinking Water Biofilters ......................................................................... 11 2.3.1 Backwash Theory and Backwashing Strategies ............................................................ 15 2.3.2 Filter Ripening .............................................................................................................. 19 CHAPTER 3MATERIALS AND METHODS ........................................................................... 23 3.1 Biofiltration System .............
....................................................................................................................................二世ACKNOWLEDGMENTS ..............................................................................................................三世桌子写成工具 ................................................................................................................四世的列表TABLES译本史》(英语) ........................................................................................................................七号的列表FIGURES译本史》(英语) ......................................................................................................................八世的列表ACRONYMS译本史》(英语) ..................................................................................................................除“缪1INTRODUCTION ....................................................................................................大约1 11 Problem Statement .................................................................................................................一个120 Research Objectives ...............................................................................................................两个1.2.1 Main Objective ................................................................................................................两个1.2.2比Objectives .........................................................................................................3 130组织Thesis Document .........................................................................................三缪2LITERATURE评论》 .........................................................................................4两。一个Filtration打印和水之名治疗 ................................................................................四2.1.1 Removal机制 .....................................................................................................五2.1.2 Types of Filters ...............................................................................................................5 20 Biologically Active Filters打印和水之名治疗 .....................................................七2.2.1,照顾Removal by Biofiltration ......................................................................................七2.2.2 Operational Parameters of Biologically Active Filters ...................................................八230 Backwashing和水Biofilters译本史》(英语) .........................................................................11 2.3.1 Backwash博弈论,and Backwashing Strategies ............................................................15 2.3.2 Filter Ripening ..............................................................................................................缪3MATERIALS, AND METHODS 19 ...........................................................................23 3.1 Biofiltration几千个 .............................................................................................................23 3.1.1 Experimental Setup字母表Descriptio
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引用次数: 2
Hydraulic Characteristics of the Tidal River Dongcheon in Busan City 釜山市东川潮汐河的水力特性
Youngman Cho, Sang Hyun Kim
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引用次数: 1
Evaluation of Dual Polarization Rainfall Estimation Algorithm Applicability in Korea: A Case Study on Biseulsan Radar 双极化降雨估计算法在韩国的适用性评价——以碧雪山雷达为例
C. Yoo, Gildo Kim
Dual polarization radar provides comprehensive information about rainfall by measuring multiple parameters. In Korea, for the rainfall estimation, JPOLE and CSU-HIDRO algorithms are generally used. This study evaluated the local applicability of JPOLE and CSU-HIDRO algorithms in Korea by using the observed rainfall data collected on the August, 2014 by the Biseulsan dual polarization radar data and KMA AWS. A total of 11,372 pairs of radar-ground rain rate data were classified according to thresholds of synthetic algorithms into suitable and unsuitable data. Then, evaluation criteria were derived by comparing radar rain rate and ground rain rate, respectively, for entire, suitable, and unsuitable data. The results are as follows: (1) The radar rain rate equation including specific differential phase was found better in the rainfall estimation than the other equations for both JPOLE and CSU-HIDRO algorithms. The thresholds were found to be adequately applied for both algorithms including specific differential phase. (2) The radar rain rate equation including horizontal reflectivity and differential reflectivity were found poor compared to the others. The result was not improved even when only the suitable data were applied.
双极化雷达通过测量多个参数,提供全面的降雨信息。在韩国,对于降雨估计,一般使用JPOLE和CSU-HIDRO算法。本研究利用2014年8月韩国比宰山双极化雷达数据和KMA AWS的观测数据,对JPOLE和CSU-HIDRO算法在韩国的局部适用性进行了评估。根据综合算法的阈值,将11372对雷达-地面雨率数据分为适宜数据和不适宜数据。然后,通过比较雷达降雨率和地面降雨率,分别得出完整、适宜和不适宜数据的评价标准。结果表明:(1)在JPOLE算法和CSU-HIDRO算法中,包含特定差相的雷达雨率方程比其他方程更适合于降雨估计。发现阈值充分适用于两种算法,包括特定的差分相位。(2)包括水平反射率和差分反射率在内的雷达雨率方程较差。即使只使用合适的数据,结果也没有改善。
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引用次数: 1
Ecological and Biological Effects of Pollution and Dredging Activities on Fisheries and Fisheries Products in Niger Delta Ecological Zone 尼日尔三角洲生态区污染和疏浚活动对渔业和渔业产品的生态和生物影响
Ikpesu, Thomas Ohwofasa, B. Ilesanmi
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引用次数: 1
Blue-Collar Workers’ Accidents and Close Call Situations Connected to the Use of Cell Phones among Finns Aged 18–65 在18-65岁的芬兰人中,蓝领工人的事故和与使用手机有关的紧急情况
L. Korpinen, R. Pääkkönen, F. Gobba
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引用次数: 0
Distribution and Historical Trends of PAHs Deposition in Recent Sediment Cores of the Imo River, SE Nigeria 尼日利亚东南部伊莫河沉积物岩心中多环芳烃的分布及历史趋势
M. I. Dosunmu, O. Oyo-ita, I. Oyo-Ita
-The distribution and historical changes of polycyclic aromatic hydrocarbons (PAHs) contamination in recent sediment cores from the Imo River were investigated using gas chrimatography-mass spectrometry (GC-MS). The concentrations of total PAHs (TPAHs-sum of parent and alkyl) ranging from 402.37 ng/g dry weight (dw) at the surface layer of the Estuary zone (ESC6; 0-5 cm) to 92,388.59 ng/g dw at the near surface layer of the Afam zone (ASC5; 5-10 cm) indicate that PAHs contamination was localized not only between sample sites but also within the same cores. Sediment-depth profiles for the four (Afam, Mangrove, Estuary and illegal Petroleum refinery) cores revealed irregular distribution patterns in the TPAH concentrations except the fact that these levels became maximized at the near surface layers (5-10 cm) corresponding to a geological time-frame of about 1996-2004. This time scale coincided with the period of intensive bunkering and oil pipeline vandalization by the Niger Delta militant groups. Also a general slight decline was found in the TPAHs levels from near the surface layers (5-10 cm) to the most recent top layers (0-5 cm) of the cores, attributable to the recent effort by the Nigerian government in clamping down the illegal activity of the economic saboteurs. Therefore, the recent amnesty period granted the militant groups should be extended. Examination of perylene distributions down cores revealed natural biogenic (terrestrial), pyrogenic and petrogenic origins for the compound at different zones. Thus, the characteristic features of the Imo River environment provide a means of tracing diverse origins for perylene. Keywords--Distribution, historical trend, Imo River and perylene.
-采用气相色谱-质谱联用技术研究了伊莫河沉积物岩心中多环芳烃(PAHs)污染的分布及历史变化。河口带表层总多环芳烃(tpahs -母体与烷基的总和)浓度为402.37 ng/g干重(dw);0 ~ 5 cm)至92,388.59 ng/g dw (ASC5;5 ~ 10 cm)表明,多环芳烃污染不仅存在于采样点之间,而且存在于同一岩心内。四个岩心(阿法姆、红树林、河口和非法炼油厂)的沉积物深度剖面显示,除了在1996-2004年的地质时间框架内,这些浓度在近表层(5-10 cm)达到最大值外,TPAH浓度的分布模式不规则。这个时间尺度与尼日尔三角洲武装组织密集加油和破坏石油管道的时期相吻合。此外,由于尼日利亚政府最近努力打击经济破坏者的非法活动,从近表层(5-10厘米)到最表层(0-5厘米)的TPAHs水平普遍略有下降。因此,最近给予武装组织的大赦期应该延长。通过岩心中苝的分布,揭示了该化合物在不同带的天然生(陆生)、热生和岩生成因。因此,伊莫河环境的特征为寻找苝的不同来源提供了一种手段。关键词:分布;历史趋势;伊莫河;
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引用次数: 0
Influence of Ammonia Emissions on Aerosol Formation in Northern and Central Europe 氨排放对北欧和中欧气溶胶形成的影响
Anna M. Backes, A. Aulinger, J. Bieser, V. Matthias, M. Quante
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引用次数: 2
Development of Non-Point Pollutants Removal Equipments Using Media with Bacillus sp. 芽孢杆菌非点源污染物去除装置的研制。
Han-Seul Lee, Min-Koo Kang, Sang-Ill Lee
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引用次数: 0
Characterization of Sorption Behavior and Mass Transfer Properties of Four Central Africa Tropical Woods 四种中非热带木材的吸附行为和传质特性表征
M. S. Tagne, R. Rémond
This study provides the sorption isotherm, its hysteresis and their mass transfer properties of four Central Africa Tropical woods widely used for building construction: frake (Terminalia Superba), lotofa (Sterculia Rhinopetala), sapele (Entandrophragma Cylindricum) and ayous (Triplochiton Scleroxylon). Characterization of these four species in particular and Central Africa tropical woods in general were necessary to develop conservation and treatment of wood after first transformation using the drying. Also, moisture transport on wooden material used such as wall buildings can be facilitating to found the thermal comfort. Measurements of isotherms were performed using a dynamic vapor sorption apparatus (Surface Measurement Systems) at 20 and 40°C with air relative humidity ranged from 0% to 90%. Mass diffusivity was determined in steady state using a specific vaporimeter. Air permeability was determined using a specialized device developed to measure over a wide range of permeability values. Permeability and mass transfer properties were determined in the tangential direction with a ‘’false’’ quartersawn board (sapele and lotofa) and in the radial direction with a flatsawn board (ayous and frake). Samples of sapele, ayous and frake are heartwood when lotofa contains as well as heartwood than sapwood. Results obtained showed that the temperature effect on sorption behavior was quite low. We observed also a low difference between the sorption behavior of these different species and hysteresis of sorption decreases when temperature increases. Hailwood-Horrobin model’s explains plausibly the experimental sorption isotherms data. Results on characterization of mass transfer properties showed that, in the steady state, mass diffusivity decreases exponentially when basal density increases. Mass diffusivity was higher in desorption than in adsorption phase. The gaseous permeability of these species was between than those of Australian hardwoods and temperate woods. It was difficult to define a relationship between permeability and mass diffusivity.
本文研究了建筑材料中广泛使用的四种中非热带木材:frake (Terminalia Superba)、lotofa (Sterculia Rhinopetala)、sapele (Entandrophragma um)和ayous (Triplochiton Scleroxylon)的吸附等温线、滞回率及其传质特性。这四个物种的特征,特别是中非热带木材的一般是必要的,以发展保护和处理木材后的第一次转化使用干燥。此外,诸如墙体建筑等木质材料上的水分输送可以促进热舒适性。等温线的测量使用动态蒸汽吸收仪(表面测量系统)在20和40°C下进行,空气相对湿度范围为0%至90%。在稳定状态下,质量扩散率用特定的蒸气计测定。空气渗透性是用一种专门的装置来测定的,这种装置是用来测量大范围的渗透性值的。渗透率和传质性能在切向和径向分别用“假”四锯板(sapele和lotofa)和平锯板(ayous和frake)测定。当lotfa含有的心材多于边材时,sapele, ayous和frake的样品是心材。结果表明,温度对吸附行为的影响很小。我们还观察到不同种类的吸附行为差异很小,并且随着温度的升高,吸附滞后性减小。Hailwood-Horrobin模型合理地解释了实验吸附等温线数据。传质特性表征结果表明,在稳态下,随着基密度的增加,质量扩散系数呈指数级下降。解吸相的质量扩散系数高于吸附相。这些树种的气体渗透性介于澳洲阔叶林和温带林之间。很难确定渗透率和质量扩散率之间的关系。
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引用次数: 19
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World Academy of Science, Engineering and Technology, International Journal of Environmental and Ecological Engineering
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