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Uniform Depth Channel Flow01:27

Uniform Depth Channel Flow

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Uniform depth channel flow keeps fluid depth consistent along channels such as irrigation canals. In natural channels, such as rivers, approximate uniform flow is often assumed. This condition occurs when the channel’s bottom slope matches the energy slope, balancing potential energy lost from gravity with head loss due to shear stress. This balance prevents depth changes along the channel length, resulting in a steady, uniform flow.Uniform flow in open channels with a constant cross-section...
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Uniform Depth Channel Flow: Problem Solving01:18

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To calculate the flow rate for a trapezoidal channel, first, identify the bottom width, side slope, and flow depth of the channel. The cross-sectional area (A) corresponding to the depth of flow (y), channel bottom width (B), and side slope (θ) is determined by:Next, calculate the wetted perimeter, which includes the bottom width and the sloped side lengths in contact with the water. Using the values of the cross-sectional area and the wetted perimeter, determine the hydraulic radius by...
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Gradually Varying Flow01:29

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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...
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Rapidly Varying Flow01:24

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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...
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During leveling, the Earth's curvature and atmospheric refraction introduce deviations in the line of sight from a true horizontal reference. When the line of sight is leveled, it remains perpendicular to the plumb line only at a single point. Beyond this, it deviates due to the Earth’s curvature, represented by the correction C. For a sight distance D, the deviation can be derived using the relationship:This relationship shows that the deviation increases quadratically with distance.
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Related Experiment Video

Updated: Jun 12, 2025

Visualizing Visual Adaptation
04:43

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Adverse Weather Optical Flow: Cumulative Homogeneous-Heterogeneous Adaptation.

Hanyu Zhou, Yi Chang, Zhiwei Shi

    IEEE Transactions on Pattern Analysis and Machine Intelligence
    |September 23, 2024
    PubMed
    Summary
    This summary is machine-generated.

    Existing optical flow methods struggle in adverse weather. This study introduces a novel framework using synthetic data as an intermediate step to progressively adapt motion knowledge from clean to real-world degraded conditions, improving accuracy.

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    Area of Science:

    • Computer Vision
    • Image Processing

    Background:

    • Optical flow estimation excels in clean scenes but degrades under adverse weather.
    • Existing domain adaptation methods struggle with the significant domain gap between clean and real-world degraded conditions.
    • Adverse weather phenomena like fog and rain introduce distinct challenges to optical flow estimation.

    Purpose of the Study:

    • To develop a robust optical flow estimation method for real adverse weather conditions.
    • To bridge the domain gap between clean and degraded visual data using a novel adaptation framework.
    • To improve the transfer of motion knowledge from clean to real adverse weather domains.

    Main Methods:

    • Proposed a cumulative homogeneous-heterogeneous adaptation framework.
    • Utilized synthetic degraded domains as an intermediate bridge for knowledge transfer.
    • Leveraged depth-associated homogeneous features for static weather and heterogeneous features for dynamic weather.
    • Employed cost volume correlation alignment for synthetic-to-real domain adaptation.
    • Collected and annotated a real adverse weather optical flow dataset.

    Main Results:

    • The proposed framework enables progressive and explicit knowledge transfer from clean to real adverse weather.
    • Demonstrated the effectiveness of using synthetic data as an intermediate domain.
    • Showcased the ability to handle both static and dynamic adverse weather conditions.
    • Achieved superior performance on the newly collected real adverse weather dataset.

    Conclusions:

    • The cumulative homogeneous-heterogeneous adaptation framework significantly enhances optical flow estimation in real adverse weather.
    • The strategy of using synthetic data as an intermediate bridge is effective in closing the domain gap.
    • The method provides a robust solution for challenging real-world scenarios previously unaddressed.