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State of Technology Report for Force Main Rehabilitation, Final ...

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6.0 OPERATION AND MAINTENANCE<br />

This section reviews best practices <strong>for</strong> O&M that can be effective in either prolonging the life <strong>of</strong> a buried<br />

sewer <strong>for</strong>ce main or allowing a utility to monitor real-time per<strong>for</strong>mance so action can be taken as needed<br />

to repair, rehabilitate, or replace the <strong>for</strong>ce main be<strong>for</strong>e a catastrophic failure occurs. Proper cleaning can<br />

improve the capacity and hydraulic per<strong>for</strong>mance <strong>of</strong> a sewer <strong>for</strong>ce main. Several other methods are<br />

available <strong>for</strong> improved O&M, including cathodic protection to arrest the effects <strong>of</strong> external corrosion,<br />

linear polarization resistance (LPR) to determine a rate <strong>of</strong> external corrosion, ultrasonic transducers to<br />

monitor loss <strong>of</strong> internal wall due to corrosion, pressure monitoring, leak detection, and acoustic<br />

monitoring <strong>of</strong> PCCP <strong>for</strong> wire breaks. These are all methodologies that a <strong>for</strong>ce main owner can employ to<br />

better manage and prolong the life <strong>of</strong> the buried asset. As discussed below, the ability <strong>of</strong> a utility’s repair<br />

crews to skillfully carry out emergency repairs on lined <strong>for</strong>ce mains is also cited as one deficiency that<br />

limits the use <strong>of</strong> renewal technologies over replacement, even when their life-cycle costs are lower.<br />

6.1 Procedures to Prolong the Life <strong>of</strong> Existing <strong>Force</strong> <strong>Main</strong>s<br />

6.1.1 Cleaning. Unlike gravity sewers, <strong>for</strong>ce mains are not designed to be self-cleansing. As a<br />

result, solids, fats, and greases can accumulate in the main. Operational records can show when a <strong>for</strong>ce<br />

main is in need <strong>of</strong> cleaning. One useful indicator is the volume <strong>of</strong> flow per unit <strong>of</strong> electricity consumed<br />

(m 3 /kW); if this reduces significantly then it indicates greater resistance to pumping, which is likely to be<br />

build-up <strong>of</strong> debris or encrustation on the pipe surface. Many contractors report that cleaning <strong>of</strong> <strong>for</strong>ce<br />

mains, usually by pigging, produces a greater impact than cleaning <strong>of</strong> water mains. Cleaning methods fall<br />

into two categories: those that dislodge the solids so that they are carried away with the wastewater flow<br />

and those that remove the solids from the pipeline. Pigging, vacuum jetters, and bucket dredging remove<br />

the solids. High pressure water jetting and mechanical rodding are methods that dislodge the solids.<br />

Pigging<br />

Water jetting may be used <strong>for</strong> cleaning pressure pipelines, but there is also a wide range <strong>of</strong> tools ranging<br />

from wire brushes and squeegees to motor-driven flails <strong>for</strong> use in iron pipes. In some cases, the pressure<br />

in the main may be used to <strong>for</strong>ce a pig through the entire line, with no need <strong>for</strong> winching. The bulletshaped<br />

pigs are commonly made <strong>of</strong> polyurethane and have surface coatings and/or wire brushes that<br />

scrape <strong>of</strong>f the deposits as they travel through the pipeline.<br />

The most commonly used pig <strong>for</strong> cleaning is the versatile poly pipeline cleaning pig, which is thrust<br />

through the pipeline by hydraulic or pneumatic pressure to clean the interior walls, remove debris, and<br />

flush liquids from the pipeline. A selection <strong>of</strong> such pigs is shown in Figure 6-1.<br />

Pigging requires high volumes <strong>of</strong> water at high pressure to <strong>for</strong>ce the pig through the line. Volumes above<br />

100 gal/min may be required even in quite small mains and a significant pressure should be applied. Care<br />

must be taken not to exceed the design pressure <strong>of</strong> the pipe itself during pigging. Large volumes <strong>of</strong> debris<br />

and sludge can accumulate at the downstream end <strong>of</strong> the pigged pipeline and these must be captured to<br />

avoid their flowing into the sewer system and simply moving the problem further downstream.<br />

Pigging also requires access to the <strong>for</strong>ce main <strong>for</strong> pig insertion. <strong>Force</strong> main systems are seldom, if ever,<br />

designed with pigging in mind, so this may be a major operation unless access can be provided at the<br />

pump station. Since <strong>for</strong>ce mains generally terminate at a manhole or discharge into a gravity sewer,<br />

recovery <strong>of</strong> a pig is relatively straight<strong>for</strong>ward.<br />

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