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Length of Spillway given Discharge over Ogee Spillway Calculator

Formula Used:

\[ L_{Spillways} = \frac{Q}{C_s \times H_{Water}^{3/2}} \]

m³/s
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m

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1. What is the Spillway Length Formula?

The formula calculates the required length of a spillway based on the discharge over an ogee spillway, the coefficient of the spillway, and the head of water. It ensures proper water channeling to prevent overflow or flooding.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ L_{Spillways} = \frac{Q}{C_s \times H_{Water}^{3/2}} \]

Where:

Explanation: The formula determines the necessary spillway length to safely handle the water discharge, considering the spillway's efficiency coefficient and the water head.

3. Importance of Spillway Length Calculation

Details: Accurate spillway length calculation is crucial for designing effective flood control systems, ensuring structural safety, and preventing dam overtopping during extreme weather events.

4. Using the Calculator

Tips: Enter discharge in m³/s, coefficient of spillway (typically 0.5-0.7 for ogee spillways), and head of water in meters. All values must be positive.

5. Frequently Asked Questions (FAQ)

Q1: What is a typical coefficient value for ogee spillways?
A: The coefficient typically ranges from 0.5 to 0.7, depending on the spillway design and approach conditions.

Q2: How does head of water affect spillway length?
A: Higher water head requires shorter spillway length for the same discharge, as the relationship follows a power function (H^1.5).

Q3: When is this formula most applicable?
A: This formula is specifically designed for ogee spillways with free flow conditions and well-defined approach channels.

Q4: Are there limitations to this equation?
A: The formula assumes ideal flow conditions and may need adjustments for submerged flow, irregular approach conditions, or non-standard spillway shapes.

Q5: How accurate is this calculation for real-world applications?
A: While providing a good estimate, final designs should include safety factors and consider site-specific conditions through hydraulic model studies.

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