This line segment is running parallel to and within 10’ of a drainage ditch that
has water present a majority of the time. Since this line was very close to the
ditch, it was more cost effective to install a liner in the existing line than
to excavate and replace this line.
This next video was taken
after the repair started. With the leak being so large, the leak had to be
reduced in order to install a liner. The method of reducing the leaks was to
grout the joints with a chemical grout. This grout was pumped onto the leaks.
The grout cures in the leak and on the outside of the pipe. The white material
on the inside of the pipe is the grout. As you can see, the leak was greatly
reduced by this grouting process.
This next video was taken
after the liner was installed. You can see the lines of the broken pipe at 338’
and the leaking joint repair at 345’, but no leakage now that the liner is
installed.
By repairing this leak, the city
noted a 30% reduction of flow to the sewage lagoon. This means that there was a
30% reduction in pumping cost of 2 major pump stations. This project reduced
the cost of operation and maintenance of the pump station while improving the
efficiency of the lagoon system.
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