在洪水控制水库中管理池水位的潜力,以增加酸盐-负载的降低
Keith E Schilling1, Matthew T Streeter1, Elliot Anderson2
1Iowa Geological Survey, University of Iowa, Iowa City, Iowa, USA.
Journal of environmental quality
|January 24, 2024
概括
红岩湖的水库水位上升可以显著降低酸盐- (NO3-N) 负载. 淹没更多的三角洲沉积物为气损失提供了一个景观规模的解决方案,与众多田边实践相提并论.
科学领域:
- 环境科学 环境科学
- 水资源管理 水资源管理
- 临界技术 临界技术
背景情况:
- 对于大规模的酸盐- (NO3-N) 减负存在有限的策略.
- 防洪水库可以减轻河流的营养物质负载.
- 沉积物沉积在水库中创造了营养加工的潜在区域.
研究的目的:
- 评估通过红岩湖沉积物淹没增加 (N) 损失的可能性.
- 量化储水池升高与N减少之间的关系.
- 评估水库管理作为一个景观规模的N减少战略.
主要方法:
- 从水库三角洲收集和分析沉积物样本,以测量颗粒大小和营养含量.
- 通过实验室测试从三角洲沉积物中确定气损失率.
- 利用卫星图像量化淹水的土地面积,并开发了一个评级曲线.
主要成果:
- 在三角洲沉积物中,气损失率与洪水正相关.
- 增加游泳池的海拔以淹没更多的三角洲地区显著增加了N损失.
- 游泳池阶段的增加0.5米可以实现每年102MgN的损失,相当于650个现场边缘实践.
结论:
- 水库管理,特别是通过调整池高度,可以在景观规模上实现大幅度的酸盐-减少.
- 红岩湖泛滥的三角洲沉积物为增强气损失提供了一个可行的策略.
- 建议进一步与现有的环境池管理计划进行整合,以优化N减少.
相关概念视频
Design Example: Analyzing Capacity Contours for Flood Risk Assessment
47
Flood risk assessment involves careful planning and analysis to ensure the safety of communities near water retention structures. Capacity contours are a vital tool in this process, as they illustrate the potential spread of water at specific levels in a given area. In the context of building a bund across a small valley, these contours play a critical role in evaluating the safety of nearby residential areas.In this example, the bund is intended to store stormwater in the valley. The engineers...
47
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
Underflow Gates
55
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...
55
Design Example: Maintaining Level of an Embankment
65
Constructing a roadway embankment over uneven terrain requires precise leveling to ensure stability and proper drainage. Surveyors use a leveling instrument and staff to calculate ground elevations and determine the required fill material at each point along the embankment alignment.The process begins by positioning a leveling instrument near a benchmark with a known elevation. A backsight reading establishes the instrument height, which serves as a reference for subsequent measurements. A...
65
Design Example: Design of an Irrigation Channel
98
Trapezoidal channels are widely used in irrigation systems due to their cost-effectiveness and efficiency in conveying water. Trapezoidal channels feature a flat bottom and sloping sides, making them stable and easier to construct compared to other shapes. The bottom width and side slope ratio are determined based on the required flow capacity and site conditions. The side slope is kept gentle for unlined channels to prevent soil erosion.Hydraulic parameters in channel design include the flow...
98
Design Example: Creating a Hydraulic Model of a Dam Spillway
177
Scaled hydraulic models of dam spillways provide a practical way to replicate and study the intricate flow dynamics of these structures. Often built to a 1:15 ratio, these models allow for observing critical water behavior, such as velocity distribution, flow patterns, and energy dissipation.
177


