Issue
Date: January 20, 2012
Revision Date: April 21, 2015
Leak Detection Technologies
MDleak Enhanced Leak Detection and Leak Location Method
LINE TIGHTNESS TEST
METHOD
Certification |
Leak
rate of 0.005 gph with PD = 100% and PFA = 0% (with pipeline secondary
containment).
Leak rate of 0.005 gph with
PD = 97.5% and PFA = 2.5% (pipeline direct contact to soil). |
Leak Threshold |
A pipeline system should not be declared tight
when the chemical marker detected exceeds the background level outside of
the pipeline. |
Applicability |
Gasoline, diesel, aviation fuel, fuel oil #4, fuel oil #6 (if between 60 to
150 degrees F), solvents, waste oil.
Cannot be used where
ground-water is above the bottom of the pipe and the pipe is filled with a
water-miscible product unless highly volatile evaporative chemical markers
are used or pipeline is emptied and tested dry.
|
Pipeline Capacity |
Not limited by capacity.
|
Waiting Time |
A range from 5 to 31 days after the
chemical marker is mixed throughout the containment to be tested.
The waiting period may be adjusted below
or above this range when supported by "Controlled Leak Points" as described
below.
Waiting time begins after
chemical marker has reached all portions of the pipeline being tested. |
Controlled Leak Points |
"Controlled Leak Point" is
a port where chemical marker is injected directly into the soil surrounding
the containment to determine the rate at which chemical marker migrates
through the backfill. It can be used to demonstrate that the chemical
marker will migrate through the soil to a detection point in a documented
amount of time, as described in manufacturer's procedures.
|
Chemical Marker Dosage |
Dosage of the chemical marker, either
liquid or vapor, is base don containment volume, and the duration of time
the inoculated product will remain within the test section. The test
period begins once the chemical marker has been mixed and distributed
throughout the test section(s).
Pipelines are typically
tested in an in-service operating condition; pipelines that are out of
service or under construction are tested at working pressure. Chemical
marker concentration and sampling points are adjusted to meet the test
specifications. |
Soil Permeability |
Soil permeability must readily allow
chemical marker movement through the excavation backfill (greater than 1
Darcy) or the use of a controlled leak point is required. |
Sampling Port |
Radius of influence of each chemical
marker sampling port is maximum 16 feet or a maximum separation between
sampling points of 32 feet.
Pipeline must be accurately
located to ensure that all pipeline surfaces are within the zone of
influence of a sampling port.
Sampling ports must be
installed per manufacturer's guidelines.
Horizontal sampling probes
may be installed in manufactured backfill during the initial containment
installation. These probes must be installed per manufacturer's
guidelines. |
Comments |
This method can be used to test
single-walled and double-walled
components for leakage to
soil by sampling in the backfill or to test the primary containment
integrity of a double-wall component by sampling in the interstitial space.
The tester may determine
that pre or post testing is needed to establish the background level of
chemical marker in the soil.
For shorter/longer test
periods, for different sampling port spacing, or in soil conditions that are
uniquely different from standard engineered backfill, such as water
saturated frozen soil, a controlled leak point shall be installed to
document the chemical marker migration period. |
Leak Detection
Technologies |
Evaluator:
Ken Wilcox Associates |
2765 East Wieding Road |
Tel:
(816) 443-2494 |
Tucson, AZ 85706 |
Date of Evaluation:
01/07/08 |
Tel: 855-255-5325 |
|
E-mail: info@LeakDetect.net |
|
URL:
www.LeakDetect.net |
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