评估加纳阿尚蒂地区双中心固体废物分离系统的效率,加纳阿尚蒂地区,加纳
Lyndon N A Sackey1, David Nii Ayi Anum1, Ekua Yekowah Ampiah1
1Department of Environmental Science, Faculty of Biosciences, College of Science, Kwame Nkrumah University of Science And Technology, Kumasi, Ghana.
TheScientificWorldJournal
|July 7, 2025
概括
这项研究发现,克瓦梅·恩克鲁马科技大学 (KNUST) 的废物分离系统由于态度不佳和附着度低,是无效的. 建议提高宣传和垃圾箱的可用性,以改善固体废物管理.
科学领域:
- 环境科学 环境科学
- 废物管理 废物管理
- 回收系统的回收回收系统
背景情况:
- 克瓦梅·恩克鲁马科学技术大学 (KNUST) 在2017年实施了废物分离系统,以支持塑料回收设施.
- 自创建以来,没有进行过任何先前的评估,以评估该废物分离系统的效率.
研究的目的:
- 量化评估KNUST废物分离系统的效率.
- 确定阻碍有效废物分离的障碍,并提出管理建议.
主要方法:
- 采用了定量研究方法.
- 对500名参与者 (学生,讲师,管理人员,员工) 进行了调查.
- 通过分层随机抽样,选择了67个垃圾桶进行塑料废物分离分析.
主要成果:
- 在废物分离系统中观察到不良态度,不良附着性和整体无效性.
- 塑料废物占产生废物的很大一部分 (83.5%),包括PET,HDPE,LDPE和PS.
- 发现的障碍包括公开性低 (43.9%的意识),垃圾桶不足,监控不足,只有56.5%的人理解垃圾桶的颜色代码.
结论:
- 目前在KNUST的废物分离系统不高效.
- 建议包括加强宣传,增加垃圾桶数量,多样化隔离系统,以改善固体废物管理.
相关概念视频
Segregation in Fresh Concrete
239
Segregation in fresh concrete is a phenomenon where the components of the concrete mix separate, leading to uneven distribution and compromised structural integrity. This separation typically occurs when concrete is subjected to excessive horizontal movement within forms, or when it is dropped from considerable heights or forced through narrow, winding paths. As a result, heavier coarse aggregate particles settle at the bottom, while lighter, finer materials such as cement and water rise to the...
239
Design Example: Aggregate Gradation
149
The right type and quality of aggregates are crucial for concrete as they significantly influence its properties, mix proportions, and cost-effectiveness. If different sources are available for sand, the commonly used fine aggregate in concrete, the selection of sand is primarily based on its gradation.
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
149
Aggregates Classification
387
Aggregate classification is generally based on its size, petrographic characteristics, weight, and source. Size classification ranges from coarse to fine aggregates, defined by the size of the particles. Coarse aggregates are particles that do not pass through ASTM sieve No. 4, and aggregates that pass through the sieve are fine aggregates.
Petrographic classification groups aggregates based on common mineralogical characteristics. Some of the common mineral groups found in aggregates are...
Petrographic classification groups aggregates based on common mineralogical characteristics. Some of the common mineral groups found in aggregates are...
387


