在黄河上游的布式水电开发下,水生食物网结构的演变
1State Key Laboratory of Regional Environment and Sustainability, School of Environment, Beijing Normal University, Beijing, 100875, China; School of Biological and Chemical Engineering, Guangxi University of Science and Technology, Liuzhou, Guangxi, 545006, China.
Journal of environmental management
|December 9, 2025
概括
水电大改变了河流生态系统,改变了鱼群和食物网. 虽然复杂性增加,但稳定性下降,揭示了受监管河流中的权衡.
科学领域:
- 生态生态学 生态生态学
- 环境科学 环境科学
- 渔业 科学 渔业 科学
背景情况:
- 布式水力发电开发显著改变了河流水文和息地.
- 这些变化会影响鱼群的聚集,食物网结构和生态系统的稳定性.
- 了解这些变化对于管理受监管的河流生态系统至关重要.
研究的目的:
- 调查黄河上游龙阳 ?? - 柳家 ?? 级联系统内鱼类食物网的时间变化.
- 量化食物网复杂性和稳定性在不同水力发电发展阶段的变化.
- 评估水电监管下的复杂性和稳定性之间的权衡,以及入侵物种的存在.
主要方法:
- 整合历史记录与当代现场调查进行时间分析.
- 开发了特定阶段的食物网模型来量化网络的复杂性 (物种丰富,链接数量,链接密度,连接性).
- 评估了食物网的稳定性,使用了诸如平均热量水平,杂食,模块化和准静止状态等指标.
主要成果:
- 布开发有利于居民物种和增加息地异质性,导致非本地物种入侵.
- 非本地物种重组了食用相互作用,增加了物种丰富性和拓复杂性.
- 尽管增加了复杂度指标 (链接,密度,热量级,食肉,模块化),但准静止状态下降,表明局部稳定性降低.
结论:
- 水力发电开发和入侵物种在河流生态系统中造成了复杂性-稳定性权衡.
- 密集的水力发电监管影响了生态系统的弹性.
- 需要综合管理策略来平衡工程影响,入侵物种控制和生态弹性.
相关概念视频
Rapidly Varying Flow
404
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...
404
Design Example: Creating a Hydraulic Model of a Dam Spillway
645
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.
645
Hydraulic Jump
576
A hydraulic jump is a sudden rise in fluid depth in open channels, occurring when high-velocity (supercritical) flow transitions to low-velocity (subcritical) flow. This phenomenon requires an upstream Froude number greater than 1, as flows with Fr1<1 remain subcritical, making a hydraulic jump impossible due to the need for negative head loss, which violates thermodynamic principles.The characteristics of a hydraulic jump depend on the upstream Froude number and are classified as...
576
Gradually Varying Flow
384
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...
384
Underflow Gates
343
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...
343
Hydraulic Jump: Problem Solving
446
To analyze a hydraulic jump in a rectangular channel with a flow speed of 6 meters per second, follow these steps:Calculate Effective Upstream Velocity:When the downstream gate closes, a hydraulic jump forms, traveling upstream at 2 meters per second. This wave speed combines with the initial channel flow velocity, creating an effective upstream velocity.Identify Flow Velocities Before and After the Hydraulic Jump:Upstream of the hydraulic jump, the effective flow velocity includes both the...
446


