相关实验视频
Updated: Jul 23, 2025

13:48
Design and Construction of an Urban Runoff Research Facility
Published on: August 8, 2014
13.1K
在极端运行条件下修改的第一阶段法国垂直流建筑湿地的性能
María Belén Arévalo-Durazno1, Jorge Alejandro García Zumalacarregui2, Long Ho3
1Facultad de Ciencia y Tecnología, Universidad del Azuay, Av. 24 de Mayo 7-77 y Hernán Malo, Cuenca, Ecuador
概括
法国修改的垂直流构造湿地有效地处理安第斯山脉的污水,即使在高液压负载率下也是如此. 这些系统显示出在具有挑战性的高海拔环境中具有成本效益的废水管理潜力.
科学领域:
- 环境工程 环境工程
- 废水处理技术 废水处理技术
- 高海拔地区的生态系统
背景情况:
- 废水处理系统的效率对运行条件敏感.
- 有限的数据存在于高海拔,高稀释率的性能.
- 法国第一阶段垂直流构建湿地 (FS-FVFCW) 是一个潜在的解决方案.
研究的目的:
- 评估FS-FVFCW在安第斯山脉极端条件下的性能.
- 调查液压负载率 (HLR) 和操作策略的影响.
- 为了确定具有成本效益,减少足迹的废水处理的可行性.
主要方法:
- 在18个月内使用两个修改后的FS-FVFCW进行试点规模实验.
- 经过0.94和0.56米d-1的HLR测试,超过了设计值.
- 多种多样的食/休息时间,以评估运营战略的影响.
主要成果:
- 满意地去除化学氧气需求 (COD) 和总悬浮固体 (TSS).
- 在特定的休息期内,COD清除改善,HLR降低 (46%至64%).
- 移除TSS的平均值为69%,不受HLR或养/休息策略的影响.
结论:
- 高HLR适用于高海拔地区的FS-FVFCW,而不会影响性能.
- 可以优化操作策略,例如食/休息时间.
- 调查结果支持建筑湿地系统的土地面积和成本减少.
相关概念视频
Rapidly Varying Flow
98
Rapidly varying flow (RVF) in open channels is characterized by abrupt changes in flow depth over a short distance, with the rate of depth change relative to distance often approaching unity. These flows are inherently complex due to their transient and multi-dimensional nature, making exact analysis difficult. However, approximate solutions using simplified models provide valuable insights into their behavior.Key Features of Rapidly Varying FlowRVF is commonly observed in scenarios involving...
98
Weir: Problem Solving
74
Water flow in open channels is often measured using hydraulic structures such as weirs, which allow precise calculation of discharge. In a rectangular channel, flow rates are measured using three types of weirs: rectangular sharp-crested, triangular sharp-crested, and broad-crested. The weir head is set at a fixed height above the channel bottom, simplifying calculations and enabling the relationship between depth and flow rate to be analyzed.For the rectangular sharp-crested weir, the flow...
74
Typical Model Studies
385
Fluid mechanics model studies often utilize scaled-down systems to predict fluid behavior in full-scale environments, such as river flows, dam spillways, and structures interacting with open surfaces. Maintaining Froude number similarity in river models is crucial, as it replicates surface flow features like wave patterns and velocities.
385
Gradually Varying Flow
88
Gradually varying flow (GVF) in open channels describes situations where water depth changes slowly along the channel due to factors like non-uniform bed slope, channel shape variations, or obstructions. This flow type occurs when the depth adjusts gradually to balance gravitational forces, shear forces, and energy requirements, resulting in a low rate of depth change.Characteristics of Gradually Varying FlowGVF is commonly observed in natural streams, rivers, and canals, where flow depth...
88
Underflow Gates
79
Underflow gates are vital for controlling water flow in irrigation canals. The three main types of underflow gates — vertical, radial, and drum gates — serve different purposes while ensuring effective flow management. Vertical gates move up and down, generating a free-flowing water jet; radial gates pivot to regulate the flow; and drum gates rotate for precise adjustments. The flow through these gates is influenced by downstream conditions, resulting in free or drowned outflow.Free and...
79
Conservation of Mass in Moving, Nondeforming Control Volume
1.1K
Stormwater detention basins are essential in managing runoff during heavy rainfall, particularly in urban areas where impervious surfaces increase the risk of flooding. Understanding the conservation of mass in these systems allows engineers to optimize basin performance, balancing inflow, outflow, and water storage.
In the context of a detention basin, the conservation of mass states that the total mass of water entering the basin must equal the mass leaving the basin plus any accumulation of...
In the context of a detention basin, the conservation of mass states that the total mass of water entering the basin must equal the mass leaving the basin plus any accumulation of...
1.1K

