My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_2019
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARNEY
>
141
>
2300 - Underground Storage Tank Program
>
PR0543574
>
COMPLIANCE INFO_2019
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/9/2020 10:47:39 AM
Creation date
9/8/2020 2:12:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2019
RECORD_ID
PR0543574
PE
2351
FACILITY_ID
FA0024750
FACILITY_NAME
76 FUEL ISLAND & CARWASH
STREET_NUMBER
141
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
CURRENT_STATUS
03
SITE_LOCATION
141 E HARNEY LN
QC Status
Approved
Scanner
SJGOV\gmartinez
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
437
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Support Spacing vs. Specific Gravity <br /> Specific Gravity 2.00 1.50 1.25 1.00 0.75 Example:6"pipe @ 150°F with 1.5 specific gravity <br /> fluid. maximum support spacing = 18.3 x 0.90 = <br /> Multiplier 0.84 0.90 0.95 1.00 1.07 16.5 ft. <br /> Adjustment Factors for Various Spans With Adjustment Factors for Various Spans With <br /> Unsupported Fitting at Change in Direction Supported Fitting at Change in Direction <br /> Span Type Factor Span Type Factor <br /> a Continuous interior or foxed end spans 1.00 a Continuous intenor or foxed end spans 1.00 <br /> b Second span from supported end or 0.80 b Second span from simple supported end or 0.80 <br /> unsupported fitting unsupported fitting <br /> c+d Sum of unsupported spans at fitting <0.75* e Simple supported end span 0.67 <br /> e Simple supported end span 0.67 <br /> *For example: If continuous support is 10 ft., <br /> c+d must not exceed 7.5 ft.(c=3 ft.and d=4.5 <br /> ft.)would satisfy this condition. <br /> C? o a a <br /> C? v a a <br /> b o b <br /> THERMAL EXPANSION <br /> o <br /> � a <br /> The effects of thermal gradients on piping systems may be 5. Terminal equipment load limits <br /> significant and should be considered in every piping system 6. Support movements <br /> stress analysis. Pipe line movements due to thermal expansion <br /> or contraction may cause high stresses or even buckle a pipe line A comprehensive review of temperature effects on fiberglass pipe <br /> if improperly restrained. Several piping system designs are used may be found in NOV Fiber Glass Systems' "Engineering and <br /> to manage thermal expansion and contraction in above ground piping Design Guide", Manual No. E5000,Section 3. <br /> piping systems. They are listed below according to economic <br /> preference: <br /> 1. Use of inherent flexibility in directional changes Change in Pipe Change <br /> 2. Restraining axial movements and guiding to prevent Temperature in Length <br /> buckling `F (In/100 Ft) <br /> 3. Use expansion loops to absorb thermal movements 25 0.26 <br /> 4. Use mechanical expansion joints to absorb thermal <br /> movements 50 0.53 <br /> 75 0.79 <br /> To perform a thermal analysis the following information is <br /> required: 100 1.06 <br /> 1. Isometric layout of piping system 125 1.32 <br /> 2. Physical and material properties of pipe 150 1.58 <br /> 3. Design temperatures <br /> 4. Installation temperature (final tie in temperature) 175 1.85 <br /> 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.