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INSTALL_2004
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2300 - Underground Storage Tank Program
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INSTALL_2004
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Last modified
2/28/2020 10:41:34 PM
Creation date
2/27/2020 3:48:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2004
RECORD_ID
PR0521537
PE
2371
FACILITY_ID
FA0014623
FACILITY_NAME
WEST VALLEY AUTO SERVICE LLC
STREET_NUMBER
2615
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21229017
CURRENT_STATUS
01
SITE_LOCATION
2615 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
KBlackwell
Tags
EHD - Public
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Comments on Temperature Data <br /> A brief comment on the complex behavior of the reservoir level during <br /> temperature and pressure changes in a double wall pipe is in order. The effects are <br /> interactive and difficult to quantify. Pressure and temperature changes in one part of <br /> the line will affect the other parts as well. For example, when increased pressure in the <br /> primary pipe causes expansion of the pipe size, the effects are transmitted to the <br /> secondary containment which also changes in size. These effects are not easily <br /> quantified and may be the source of the apparent variability in the raw data. In this <br /> testing, equilibrium conditions were used to ascertain the effects of both long-term and <br /> short-term temperature changes. <br /> The temperature of the interstitial space was monitored using a thermocouple <br /> between the secondary wall and the outer insulation and is indicated by "T int". The <br /> temperature of the water circulated through the primary pipe was monitored by a <br /> thermocouple in the circulation reservoir and is indicated by "T circ". The level was <br /> monitored by inserting a steel ruler coated with water finding paste into the reservoir at <br /> periodic intervals. <br /> Pressure Effects <br /> 10.4 <br /> 10.35 - - y=0.000-2 x+ 1- <br /> 0.297-10.3 <br /> c <br /> �Test#1 <br /> > 10.25 - Test#2 <br /> d <br /> J <br /> 10.2 _. <br /> y=0.0002 + 10.185 <br /> 10.15 — <br /> 10.1 <br /> 0 20 40 60 80 100 <br /> Pressure(psig) <br /> Figure D-1. Effects of pressure in the primary pipe on the brine level in the <br /> reservoir. <br />
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