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Retention Pond Design Calculation

Retention Pond Volume Formula:

\[ Volume = C \times P \times A \times \frac{7.48}{12} \]

dimensionless
inches
square feet

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1. What is Retention Pond Design Calculation?

The Retention Pond Design Calculation determines the required volume for stormwater retention ponds using the rational method formula. This calculation is essential for proper stormwater management and flood control in urban and suburban areas.

2. How Does the Calculator Work?

The calculator uses the retention pond volume formula:

\[ Volume = C \times P \times A \times \frac{7.48}{12} \]

Where:

Explanation: The formula calculates the volume of stormwater runoff that needs to be retained based on rainfall characteristics and surface properties.

3. Importance of Retention Pond Design

Details: Proper retention pond design is crucial for preventing flooding, controlling erosion, improving water quality, and meeting regulatory requirements for stormwater management.

4. Using the Calculator

Tips: Enter the runoff coefficient (typically 0.1-0.9), rainfall depth for the design storm, and drainage area. All values must be positive numbers.

5. Frequently Asked Questions (FAQ)

Q1: What is a typical runoff coefficient value?
A: Runoff coefficients range from 0.05-0.95 depending on surface type: pasture (0.05-0.3), residential (0.3-0.5), commercial (0.5-0.7), pavement (0.7-0.95).

Q2: How do I determine the design rainfall depth?
A: Use local rainfall data for specific storm return periods (e.g., 10-year, 25-year, 100-year storm events) from meteorological records.

Q3: What factors affect retention pond sizing?
A: Watershed characteristics, soil type, land use, local regulations, and environmental considerations all influence pond sizing requirements.

Q4: Are there different types of retention ponds?
A: Yes, including dry detention ponds, wet retention ponds, and extended detention ponds, each with different design considerations.

Q5: What safety factors should be considered?
A: Include freeboard, emergency spillways, sediment storage, and maintenance access in the final design beyond the calculated volume.

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