使用最佳子集回归的自由潜水孔流下宽顶的垂直门的排放系数
Zhuoying Cang1, Dongdong Jia2, Jinyang Wang1
1Key Laboratory of Port, Waterway and Sedimentation Engineering of Ministry of Transport, Nanjing Hydraulic Research Institute, Nanjing 210024, China.
概括
本研究提出了一种新方法,用于计算门中的水流排放,提高了自由和沉浸的流量条件的准确性. 该方法通过简化排放测量来提高灌和水资源管理.
科学领域:
- 液压工程 液压工程是指水利工程.
- 流体力学的流体力学
- 水资源管理水资源的管理.
背景情况:
- 精确的流量排放计算对于灌,供水和结构安全至关重要.
- 区分自由流和潜水流的模式使实际的排放测量变得复杂.
- 现有的方法可能缺乏准确性或适用于不同的流量条件.
研究的目的:
- 开发一种新的,准确的,广泛适用的方法来计算门流量排放.
- 在统一的计算方法中整合自由流和沉浸式流程.
- 提高液压结构中排放测量的效率和可靠性.
主要方法:
- 使用能量-动量方法来导出放电系数.
- 在一个垂直门的物理模型上进行了实验,其中有一个宽顶.
- 采用特征工程 (维度分析,构造,选择) 和最佳子集回归来开发放电系数方程.
- 验证了计算放电系数和流量率的衍生公式.
主要成果:
- 根据工程特征开发出排放系数的回归方程.
- 成功地应用了衍生式来计算放电系数和流量放电.
- 在流量放电计算中实现了高精度,确定系数 (R2) 为0.993.
- 证明了5.04%的低根平均平方百分比误差 (RMSE).
结论:
- 拟议的新方法准确地计算了在自由和沉浸的流量条件下对门的流量排放.
- 开发的方法为传统的排放测量技术提供了实用和可靠的替代方案.
- 获得的高精度验证了能量-动量方法与先进的回归技术相结合的有效性.
相关概念视频
Weir: Problem Solving
48
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...
48
Underflow Gates
51
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...
51
Design Example: Forces in Sluice Gate
567
In hydraulic engineering, sluice gates are essential for managing water flow through channels, reservoirs, and irrigation systems. Sluice gates, acting as vertical barriers, regulate water by adjusting the gate's opening height, which changes the velocity and pressure of water flowing beneath the gate. Understanding the forces involved is crucial to designing sluice gates that can withstand dynamic pressure differences, especially when the gate is closed or partially open.
Key variables in...
Key variables in...
567
Weir
40
A weir is a hydraulic structure designed to partially obstruct an open channel, enabling precise control and measurement of water flow. By forcing water to flow over or through it, a weir allows for accurate determination of discharge rates, making it an essential tool in water resource management. These structures are extensively used in regulating river flows, irrigation systems, and flood control channels.Types of Weirs and Their FeaturesWeirs are categorized primarily into sharp-crested and...
40
Gradually Varying Flow
46
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...
46
Rapidly Varying Flow
60
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...
60


