改性玄武岩纤维提高了建造湿地的性能:表面涂层和化学接种之间的比较
Xiuwen Qian1, Juan Huang1, Xiaoyu Ji2
1Department of Municipal Engineering, School of Civil Engineering, Southeast University, Nanjing 211189, China.
Bioresource technology
|February 26, 2024
概括
改性玄武纤维 (MBF) 增强了废水处理的建筑湿地 (CWs). PEI-MBF增加了微生物多样性和酸盐的去除,而Ca-MBF在去除氨,总和总方面表现出色.
科学领域:
- 环境科学 环境科学
- 材料科学 材料科学 材料科学
- 微生物学 微生物学
背景情况:
- 改性基岩纤维 (MBF) 显示出对废水处理的承诺.
- 建筑湿地 (CWs) 是有效的,但可以增强.
- 比较 (Ca-MBF) 和聚乙烯胺 (PEI-MBF) 修改对于优化CW性能至关重要.
研究的目的:
- 为了比较Ca-MBF和PEI-MBF在建筑湿地中的有效性.
- 研究MBF修改对生物膜形成和微生物群落的影响.
- 评估关键污染物如,和的去除效率.
主要方法:
- 化学移植用于修改玄武岩纤维.
- 在建造的湿地中评估了MBF的性能.
- 分析了生物膜含量,酶活动和微生物社区结构.
- 量化了营养物质去除效率.
主要成果:
- PEI-MBF表现出更高的生物膜含量,并促进了微生物丰富性,多样性和脱细菌.
- Ca-MBF导致了更多的氨 (43.9%),总 (66.2%) 和总 (37.1%) 的去除.
- 这两种MBF类型都对CW中的酶活动和微生物群体产生了积极的影响.
结论:
- 改进的MBF显著提高了废水处理的建筑湿地性能.
- PEI-MBF有利于增强与酸盐去除相关的微生物过程.
- 对于营养物质的去除,特别是氨,总和总,Ca-MBF是优越的.
相关概念视频
Porosity and Absorption of Aggregate
Aggregates contain pores of varying sizes; while some are completely enclosed within the particles, others open onto the surface, allowing water to penetrate. The porosity of aggregates is a major factor contributing to the overall porosity of concrete, given that aggregates constitute about three-quarters of concrete's volume.
When all pores in an aggregate are filled with water, the aggregate is considered saturated and surface-dry. If left in dry air, water will evaporate until the aggregate...
When all pores in an aggregate are filled with water, the aggregate is considered saturated and surface-dry. If left in dry air, water will evaporate until the aggregate...
Factors Affecting Workability
The workability of concrete is a critical characteristic that influences the ease of mixing, handling, and finishing the concrete. It is affected by several factors including water content, aggregate properties, and admixtures like air entrainment. Water plays a fundamental role as it lubricates the concrete mix, facilitating easier movement and placement. However, the water requirement varies depending on the texture and shape of aggregates. Finer particles and angular, rough-textured...
Fiber Reinforced Concrete
Fiber-reinforced concrete significantly enhances the structural and nonstructural properties of traditional concrete by incorporating fibers like steel, glass, and polymers. These fibers, varying from natural ones such as sisal and cellulose to manufactured ones like polypropylene and Kevlar, are mixed into hydraulic cement with aggregates. Steel fibers, often preferred for their robustness, contribute to improved ductility, toughness, and post-cracking performance. The concrete is classified...
Plasticizers
Water-reducers, or plasticizers, are chemical admixtures used in concrete to improve strength and workability. These additives reduce the water-cement ratio without compromising workability, lower the cement content while maintaining the same workability, or increase workability to assist concrete placement in inaccessible areas.
Plasticizers function by using surface-active agents to create repulsive electrostatic forces between cement particles. This dispersion enhances the concrete's...
Plasticizers function by using surface-active agents to create repulsive electrostatic forces between cement particles. This dispersion enhances the concrete's...
Superplasticizers
Superplasticizers are advanced admixtures that enhance the workability of concrete by lowering the water content without compromising the strength of the material. These substances are highly effective water reducers, improving concrete flow, making it easier to work with, and enabling concrete to reach inaccessible areas or densely reinforced sections without mechanical vibration. The key components in superplasticizers are either sulfonated melamine or naphthalene formaldehyde condensates,...
Design Example: Managing Concrete Workability
This example deals with managing the workability of concrete for a raft foundation project under hot weather conditions. Workability is crucial for ensuring the concrete is easy to place, compact, and finish. In this scenario, a slump test — a common method to measure the workability of fresh concrete — initially indicated low workability. This was attributed to the rapid water loss from the concrete mix, exacerbated by the high temperatures causing the course aggregates to heat up.
To address...
To address...


