Freeman formula for estimating the fire demand (Q) in litres per minute is given by
Q = 1136 (P/5 + 10)
Estimating the necessary water quantity for firefighting, known as fire demand, is a crucial aspect of water supply engineering, especially for urban areas. The required fire demand depends on various factors like the size and type of buildings in the area, their construction materials, and the population density. Several empirical formulas have been developed over time to estimate this fire demand for different scenarios.
One of the formulas used for estimating fire demand, particularly for high-value districts or congested areas, is the Freeman formula. This formula helps engineers determine the approximate water flow rate required in litres per minute (lpm) based on the population served by the water supply system.
The question asks for the Freeman formula for estimating fire demand (Q) in litres per minute. The correct representation of the Freeman formula is given by:
\( Q = 1136 \left( \frac{P}{5} + 10 \right) \)
Where:
Let's look at the provided options and compare them to the correct Freeman formula.
The question provides four potential formulas for estimating fire demand (Q).
Comparing these options with the standard Freeman formula, \( Q = 1136 \left( \frac{P}{5} + 10 \right) \), we can see which option matches the correct formula.
Based on this comparison, the formula \( Q = 1136 \left( \frac{P}{5} + 10 \right) \) correctly represents the Freeman formula for estimating fire demand in litres per minute when the population P is in thousands.
The Freeman formula is a well-established empirical formula used in water supply system design for fire protection. It provides a conservative estimate suitable for high-density or high-value areas. The constants in the formula, 1136 and 5 and 10, are derived based on historical fire data and requirements.
| Formula Name | Formula | Units (Q in lpm, P in thousands) | Typical Application |
|---|---|---|---|
| Freeman Formula | \( Q = 1136 \left( \frac{P}{5} + 10 \right) \) | lpm, thousands | High-value districts, congested areas |
| Kuichling's Formula | \( Q = 5663 \sqrt{P} \) | lpm, thousands | Cities (general) |
| NBFU Formula (converted) | Approx. \( Q \approx 3861 \sqrt{P} (1 - 0.01\sqrt{P}) \) or \( Q \approx 3861 \sqrt{P} \) |
lpm, thousands | Cities (general, based on structural type) |
| Bustan's Formula (converted) | \( Q = 2500 \sqrt{P} \) (Q in gpm, P in thousands) Approx. \( Q \approx 9462 \sqrt{P} \) (Q in lpm, P in thousands) |
gpm/lpm, thousands | Based on specific studies |
As seen in the table, the third option provided, \( Q = 1136 \left( \frac{P}{5} + 10 \right) \), is indeed the correct representation of the Freeman formula when Q is in litres per minute and P is in thousands.
| Formula | Description | Variables |
|---|---|---|
| Freeman Formula | \( Q = 1136 \left( \frac{P}{5} + 10 \right) \) | Q: Fire demand (lpm) P: Population (thousands) |
| Kuichling's Formula | \( Q = 5663 \sqrt{P} \) | Q: Fire demand (lpm) P: Population (thousands) |
| NBFU Formula (Simplified) | \( Q = 1020 \sqrt{P} \) (in US gpm) | Q: Fire demand (US gpm) P: Population (thousands) |
While empirical formulas like the Freeman formula provide quick estimates, the actual required fire flow can be influenced by many other factors. Water supply system designers also consider:
Engineers use these formulas as starting points and then adjust the estimated fire demand based on specific local conditions and standards set by authorities like the National Board of Fire Underwriters (NBFU) or local fire departments.
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The design period for the design of a water supply project generally takes as:
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