相关实验视频
Updated: Jun 21, 2025

12:44
Watershed Planning within a Quantitative Scenario Analysis Framework
Published on: July 24, 2016
8.0K
探索人类影响引起的山河水力学历史变化
Hanna Hajdukiewicz1, Maciej Hajdukiewicz2, Virginia Ruiz-Villanueva3
1Institute of Nature Conservation, Polish Academy of Sciences, al. Mickiewicza 33, 31-120 Kraków, Poland.
The Science of the total environment
|July 14, 2024
概括
人类对欧洲山地河流的影响改变了河道形态,影响了洪水动态. 在Czarny Dunajec河的液压建模显示,由于1964年至1983年间的道切口,流量强度增加和洪水范围减少.
科学领域:
- 河流的地质形态学
- 液压工程 液压工程是指水利工程.
- 环境科学环境科学
背景情况:
- 20世纪欧洲的山地河流经历了人类的重大影响,改变了道形态.
- 这些形态变化对河流水力学和洪水反应的影响仍然不太清楚.
研究的目的:
- 探索洪水液压参数与人为导向道切口之间的关系.
- 为了重建过去的河流水力学,并了解河流在强化的人类影响下如何运作.
主要方法:
- 利用从档案航空照片 (1964年,1983年) 和空中激光扫描 (2012) 获得的数字高度模型 (DEM) 的液压建模.
- 模拟水深,流速,床剪应力,沉积物的临界直径,以及各种洪水场景 (2至50年洪水) 的被洪水覆盖面积.
主要成果:
- 在1964年至1983年期间观察到水深,流速和床剪应力显著增加,特别是在较大的洪水中.
- 在同一时期,洪水范围减少和道沉积物的平均粒度增加.
- 由于河岸森林扩张,洪水平原的流速没有增加,因为大洪水;在1983-2012年期间,变化不那么明显.
结论:
- 重建过去的河流水力学提供了关键的见解河流和洪水平原在强烈的人类影响期间的功能.
- 道切口导致了洪水动态的改变,包括减少洪水和更粗的沉积物运输.
相关概念视频
Rapidly Varying Flow
57
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...
57
Design Example: Creating a Hydraulic Model of a Dam Spillway
157
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.
157
Hydraulic Jump
70
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...
70
Typical Model Studies
354
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.
354
Gradually Varying Flow
41
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...
41
Design Example: Analyzing Capacity Contours for Flood Risk Assessment
43
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...
43

