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Today, we're discussing gradually varied flow. Can anyone tell me what we mean by 'gradually varied'?
Does it mean the flow depth changes slowly over a distance?
Exactly! In gradually varied flow, the flow depth changes gradually over a large length of the channel. What assumptions do we make about this flow?
The channel must be prismatic?
Good! A prismatic channel has a constant cross-section. There are also other assumptions like steady and non-uniform flow. Can anyone think of what this means?
It means the depth is not changing with time, but it changes with distance?
Exactly! And when we say 'steady', it means the flow parameters do not change over time. Great job! Let’s remember this with the acronym PSS - 'Prismatic, Steady, Slightly varied.'
Now, let’s talk about normal depth and critical depth. If a channel has set values for flow rate, Manning’s number, and bed slope, what can we say about the normal depth and critical depth?
They are fixed values, right?
Correct! And there are three relationships that can exist between them. Who can tell me these relationships?
Normal depth can be greater than, less than, or equal to critical depth.
Spot on! We classify them into mild slope, steep slope, or critical slope based on these relationships. Let's remember the flow types with the acronym MCS - Mild, Critical, Steep.
Let’s classify channels based on their depth conditions. What happens in a mild slope channel?
The normal depth is greater than the critical depth, indicating subcritical flow.
Well done! And what about a steep slope?
Normal depth is less than critical depth, meaning supercritical flow.
Absolutely! And when we consider horizontal bed and adverse slope, the normal depth doesn’t exist at all. How would you categorize such channels?
As horizontal bed for S0 = 0 and adverse slope for S0 < 0.
Exactly! Let’s remember H for Horizontal bed and A for Adverse slope. Keep these classifications in mind as they will be key in your studies.
Lastly, let’s discuss the concept of flow regions. What do we mean by regions in the context of critical and normal depth lines?
Are they the areas defined between the critical depth line and normal depth line?
Correct! The CDL represents critical depth and the NDL represents normal depth. Depending on their positions, we have different regions. Can anyone define the regions?
Region 1 is above the topmost line, Region 2 is between the two lines, and Region 3 is below the lower line.
Great job! Depending on the slope type, we can have different profiles, such as mild slope regions M1, M2, M3. Let’s use the acronym MR to recall that Region definition based on height!
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In this section, various flow profiles associated with gradually varied flow in open channels are discussed. The normal depth and critical depth are introduced, leading to classifications such as mild slope, steep slope, and critical slope, depending on their relationships. Additionally, special cases like horizontal bed and adverse slope are highlighted.
In hydraulic engineering, particularly in the study of open channel flow, flow profiles are categorized based on their depth conditions, essential for understanding gradually varied flow. Gradually varied flow is defined as the flow in a channel where the flow depth changes gradually over a long length, typically characterized by a small bed slope (S0).
This section outlines the assumptions that underlie these classifications:
1. The channel is prismatic.
2. The flow is steady and non-uniform.
3. The channel bed slope is small.
4. Pressure distribution is hydrostatic.
5. Flow resistance follows uniform flow equations.
With fixed values for flow rate (Q), Manning's number (n), and channel bed slope (S0), the normal depth (y0) and critical depth (yc) are also fixed. Three potential relationships can occur between these depths:
1. Normal depth (y0) > Critical depth (yc) - indicating a mild slope (subcritical flow).
2. Normal depth (y0) < Critical depth (yc) - indicating a steep slope (supercritical flow).
3. Normal depth (y0) = Critical depth (yc) - indicating critical flow.
When the channel is horizontal or suffers an adverse slope (S0 < 0), the normal depth does not exist, resulting in classifications of channel as horizontal bed (H) or adverse slope (A). Each of these profiles defines regions of flow dynamics, crucial for the analysis and design of hydraulic structures.
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If the flow rate Q, Manning's number n, and S0 are fixed, then the normal depth y0 and the critical depth yc is also fixed.
In hydraulics, particularly in open channel flow, certain parameters define the behavior of the flow. Here, flow rate (Q), Manning's roughness coefficient (n), and the channel bed slope (S0) are fixed conditions. Under these circumstances, two specific flow depths become constant: the normal depth (y0) and the critical depth (yc). Normal depth is the depth at which the flow would occur under uniform conditions, while critical depth is the depth at which the flow transitions between subcritical and supercritical states.
Think of a road. If the speed limit (Q) is set, the type of road surface (n) is constant, and the incline of the road (S0) doesn’t change, the speed at which cars can drive comfortably (normal speed or depth, y0) and the maximum speed on that incline before losing control (critical speed or depth, yc) are determined by those fixed factors.
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There could be 3 possible relationships that may exist between the normal depth y0 and the critical depth yc: 1. y0 > yc; 2. y0 < yc; 3. y0 = yc.
The relationship between the normal depth (y0) and critical depth (yc) can vary based on the specific conditions of the channel. First, if y0 is greater than yc, it indicates that the flow is subcritical, meaning the flow is calm and has lower velocity. Second, if y0 is less than yc, the flow is supercritical, meaning it moves faster and can be more turbulent. Finally, if y0 equals yc, this is a critical flow condition, representing a pivotal balance between gravitational and inertial forces in the flow.
Imagine a water slide. When the slide is steep (supercritical), water zips down quickly, splashing everywhere (y0 < yc). If the slide is gentle (subcritical), the water flows slowly and steadily (y0 > yc). The moment the slide is perfectly angled for maximum speed without spilling (y0 = yc), that’s a critical point!
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Based on the relationships between y0 and yc, channels can be classified into five categories: mild slope (M), steep slope (S), critical slope (C), horizontal bed (H), and adverse slope (A).
Depending on whether y0 is greater than, less than, or equal to yc, various channel types are classified. A mild slope (M) indicates subcritical flow where y0 > yc. A steep slope (S) indicates supercritical flow where y0 < yc. A critical slope (C) occurs when y0 equals yc, and the flow is critical. In cases with a horizontal bed (H), no normal depth exists because the slope is zero. Lastly, an adverse slope (A) occurs when the slope is negative, again resulting in no normal depth.
Imagine different styles of slides in a theme park. A mild slope slide is great for gentle fun, perfect for young children (M). A steep drop is thrilling for adults, fast and adventurous (S). A slide that's just right for a smooth ride, where the speed is perfect without being out of control, represents a critical slope (C). A flat slide (H) will barely send anyone down, while a slide that slopes upward (A) would leave riders stuck!
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The lines which represents a critical depth is called CDL and the normal depth is called NDL, when drawn in longitudinal section, divide the flow space into three regions.
In analyzing flow profiles along a channel, two key lines are identified: the Critical Depth Line (CDL) and the Normal Depth Line (NDL). These lines help categorize flow conditions and are used to analyze behavior within different regions of the channel. Above the CDL is Region 1, between NDL and CDL is Region 2, and below NDL is Region 3. Each of these regions represents different flow characteristics based on the relationship between y0 and yc.
Think of these regions like floors in a multi-story building. The top floor (Region 1) provides a great view and open space (much flow), while the middle floor (Region 2) is more restricted space, and the ground floor (Region 3) has limited air and openness due to the structure above it. Depending on where you are, the conditions and experiences differ significantly!
Learn essential terms and foundational ideas that form the basis of the topic.
Key Concepts
Gradually Varied Flow: A flow with gradual change in depth over a long distance.
Mild Slope: A condition where the normal depth exceeds the critical depth.
Steep Slope: A scenario where the normal depth is less than the critical depth.
Critical Slope: The case where normal depth equals critical depth.
See how the concepts apply in real-world scenarios to understand their practical implications.
In a mild slope channel, water flows slowly, and the normal depth is greater than critical depth, resulting in a stable flow condition.
In a steep slope channel, the normal depth is less than critical depth; thus, the water flows rapidly and can lead to turbulence.
Use mnemonics, acronyms, or visual cues to help remember key information more easily.
In a mild slope, flow takes its time, where depths align in a steady climb.
Once upon a time, deep in the valley, a river flowed steadily down a gentle slope, occasionally meeting steep cliffs, creating fast currents as it transitioned from one slope type to another.
MCS: Mild, Critical, Steep - Remember these flow classifications when thinking about channels!
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Review the Definitions for terms.
Term: Gradually Varied Flow
Definition:
Flow where the depth changes gradually over a long distance.
Term: Mild Slope
Definition:
A channel type where normal depth is greater than critical depth.
Term: Steep Slope
Definition:
A channel type where normal depth is less than critical depth.
Term: Critical Slope
Definition:
Occurs when normal depth and critical depth are equal.
Term: Horizontal Bed
Definition:
A bed slope of zero, meaning there is no normal depth.
Term: Adverse Slope
Definition:
A bed slope less than zero, resulting in an absence of normal depth.