I was with friends at another fire company last evening while they had a rural water supply drill. Approximately 3000' of 5" hose was laid in a rural setting and drafting was done from one of three water sources the company has identified as a supply for fire fighting purposes (this dam, another dam at opposite end of village, and a 15000 gallon cistern in the middle). This is a village with no public water supply (aka: what's a fire hydrant?). The company has developed good procedures and run cards to deal with the need to work in this type of environment. The procedure for this particular location (a church in the middle of town) is to initially establish a supply from the cistern until the 2nd supply from the fire dam is established. The alternate dam was even a greater distance. (Tankers were not part of this drill but would respond normally and a shuttle would be established as a second source.)
The problem we ran in to last evening was that the source engine at the dam was continually being clogged by a severe algae problem in the dam. They had to shut down and clean out their strainers. Shooting an 1.5 " line back at the strainer while drafting, which has worked for me in the past, provided only minimal (and short-lived) relief of the problem. (When things were not clogged we were flowing 1300"+" gpm with no problem, ...at least until it clogged up again.)
One of the problems with this source is the water is fairly stagnant, with very little in/out flow. There is nothing that can be done to correct this at this time. We critiqued the drill afterward and no one could come up with a viable solution.
I putting this out to everyone via several boards/forums, to see how others have handled this problem? Has anyone come up with any new/unique solutions?? (The expense of a lot of money is not an option for the company or municipality at this time.)
Thoughts - ideas - suggestions...
The problem we ran in to last evening was that the source engine at the dam was continually being clogged by a severe algae problem in the dam. They had to shut down and clean out their strainers. Shooting an 1.5 " line back at the strainer while drafting, which has worked for me in the past, provided only minimal (and short-lived) relief of the problem. (When things were not clogged we were flowing 1300"+" gpm with no problem, ...at least until it clogged up again.)
One of the problems with this source is the water is fairly stagnant, with very little in/out flow. There is nothing that can be done to correct this at this time. We critiqued the drill afterward and no one could come up with a viable solution.
I putting this out to everyone via several boards/forums, to see how others have handled this problem? Has anyone come up with any new/unique solutions?? (The expense of a lot of money is not an option for the company or municipality at this time.)
Thoughts - ideas - suggestions...
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