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You are trying to pump storm water out of your basement during a storm. The pump can extract 27.5 gpm. The water level in the basement is now sinking by about 4 in. \(/ \mathrm{hr}\). What is the flow rate ( gpm) from the storm into the basement? The basement is \(30 \mathrm{ft} \times 20 \mathrm{ft}\).

Short Answer

Expert verified
The flow rate of storm water into the basement is equal to the amount of water pumped out per minute plus 27.5 gpm.

Step by step solution

01

Determine the Volume of Water Reduced

First let's find out how much water is being lowered in the basement every hour. Since the water level is dropping 4 inches per hour, the volume lowered by the pump per hour is \(4 \frac{\text{in}}{\text{hr}} \times 30 \text{ft} \times 20 \text{ft}\). But, since feet and inches aren't in the same units, we need to convert 4 inches to feet which result in \(\frac{4}{12}\) feet. Hence the volume of water pumped per hour is \(\frac{4}{12} \text{ft/hr} \times 30 \text{ft} \times 20 \text{ft}\).
02

Convert Volume to Gallons per Minute

The volume calculated is in cubic feet per hour, whereas we need the result in gallons per minute. Hence, we perform the following conversions: To change the cubic feet to gallons, we use the conversion 1 ft^3 = 7.48052 gallons. To change hours to minutes, we divide by 60. So, \( \text{Volume Pumped in Gallons/min} = \left(\frac{4}{12} \frac{\text{ft}}{\text{hr}} \times 30 \text{ft} \times 20 \text{ft}\right) \times 7.48052 \frac{\text{gallons}}{\text{ft}^3} \times \frac{1}{60} \frac{\text{hr}}{\text{min}} \).
03

Determine the Flow Rate

The flow rate of the storm water into the basement can be identified by adding the rate at which the water level is decreasing (calculated in Step 2) to the pump's extraction rate of 27.5 gpm. Therefore, \(\text{Flow Rate} = \text{Volume Pumped in Gallons/min} + 27.5 \text{gpm} \).

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Most popular questions from this chapter

Water is discharged at a flow rate of \(0.3 \mathrm{m}^{3} / \mathrm{s}\) from a narrow slot in a 200 -mm-diameter pipe. The resulting horizontal twodimensional jet is \(1 \mathrm{m}\) long and \(20 \mathrm{mm}\) thick, but of nonuniform velocity, the velocity at location (2) is twice that at location (1). The pressure at the inlet section is \(50 \mathrm{kPa}\) (gage). Calculate (a) the velocity in the pipe and at locations (1) and (2) and (b) the forces required at the coupling to hold the spray pipe in place. Neglect the mass of the pipe and the water it contains.

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