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Posted: Feb 1, 2019

Worcester Fire Dept. unveils $530K addition to fleet

Replacing a 22-year-old engine, the $530,000 vehicle is an important addition to the busy station, which serves the downtown area, Mr. Augustus said.

The city has purchased or ordered nine additional fire vehicles the last five years, at about $8 million, Mr. Augustus noted.

Also, as part of an ongoing effort to maintain staffing, the city will commence another class of 22 new firefighters through the academy in March, he said. The safety enhancements include better lighting, more ergonomically correct seat belts, better traction control, and upgraded mechanical systems.

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Posted: Feb 1, 2019

South Portland Fire Truck Damaged During Training Will Be Replaced

The cost to replace the truck will be covered almost entirely by the city’s insurance.

 

City Manager Scott Morrelli said in a statement Thursday that the Maine Municipal Association Risk Management Services, which provides insurance to cities and towns across Maine, will pay for all but $7,604 of the total $1,069,486 to replace the Pierce-brand truck.

As a result of the incident, Capt. Chris Copp was demoted to lieutenant from Dec. 12 to Jan. 9, according to a letter of discipline released by the city.

The incident occurred during firefighter training in the rear parking lot of the Cash Corner fire station on Oct. 30. The truck’s aerial ladder made contact with power lines along Skillin Street, damaging portions of the truck’s electrical system and sparking a fire that burned the truck’s right front tire.

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Posted: Feb 1, 2019

New Muscle Shoals (AL) Fire Truck To Arrive Soon

The City Council approved the $449,000 expenditure in December 2017. The new pumper is expected to replace a 2006 pumper at Station 3.

The custom-built pumper will have a 1,000-gallon capacity water tank.

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Posted: Feb 1, 2019

Fire Truck Photo of the Day-Pierce Aerial Platform Quint

Village of Tinley Park (IL) Fire Department 100-foot RMAP PUC aerial platform quint. Detroit DD13 525-hp engine; 100-foot aerial platform.

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Posted: Jan 31, 2019

Pump Panel Pointers for Training and Operations Questions Answered

Jerry Naylis, Pump Panel Pointers for Training and Operations Webcast presenter, has answered questions that we could not get to during the Q&A for the Webcast.

Question: Any way to get the most water from a 500 gpm pump.

Answer: The answer is it all depends. Is this an apparatus mounted pump or a portable pump?  And have you looked at the pump curve for that model pump?


Question: We are a very rural department. We have a lake nearby. For suctioning from the lake, anything special so that we can deliver water more efficiently?

Answer: Obviously it would help if I knew more about your drafting set up. I am hoping that you have regular maintenance to keep the suction strainer clean. Waterborne vegetation will significantly reduce the water conveyed into the pump. The suction strainer should also be kept 24-inches below the surface if at all possible. Otherwise, you will create a whirlpool effect and pull air into the pump. The size and type of suction strainer will also impact the volume of water you are able to draft.

Question: I have a TFT 1,500-gpm automatic deck gun. It has different psi settings from 70 to 120. Without a flow meter on the truck, how do I know my gpm without trying to figure the pitot tube equation?

Answer: First you need to know what pressure the nozzle is set at. Then you need to know what pressure you are pumping into the nozzle and what the tip pressure is. I suggest that you go to the TFT Web site and look at the specs for this particular nozzle for the flow characteristic.


Question: We are usually already flowing from tank once we receive hydrant water. Is there a way to tell how what gpm the hydrant is flowing besides shutting down discharges and using the percentage method with static and residual pressures?

Answer: The easiest way is to determine the tip pressure and calculate the flow using the formula acd²√p where a is the constant 29.83, c is the coefficient of discharge (suggest using 0.90), d is the diameter of the tip pressure squared, and p is the square root of the tip pressure.  This formula works for all smooth bore tips.  For fog nozzles, you can estimate 175 gpm for 1¾-inch lines and 250 gpm for 2½-inch lines. The total flow is what you are getting from the hydrant.


More information on Pump Panel Pointers for Training and Operations
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