My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_FILE 1
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
18846
>
3000 – Underground Injection Control Program
>
PR0546051
>
COMPLIANCE INFO_FILE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:51:26 PM
Creation date
5/19/2021 9:59:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3000 – Underground Injection Control Program
File Section
COMPLIANCE INFO
FileName_PostFix
FILE 1
RECORD_ID
PR0546051
PE
3030
FACILITY_ID
FA0003883
FACILITY_NAME
VICTOR FINE FOODS
STREET_NUMBER
18846
Direction
N
STREET_NAME
STATE ROUTE 99
City
LODI
Zip
95240
APN
01709051
CURRENT_STATUS
02
SITE_LOCATION
18846 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\dsedra
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.
/
319
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
VFF DEEP INJECTION WELL NO. 1 <br /> PRESSURE FALLOFF ANALYSIS <br /> The pressure falloff , which was recorded after injection on <br /> March 31 , was used to determine the permeability of the injection <br /> interval using a program called ANALYZE . This program calculates <br /> the expected pressure behavior in a well given the flow history . <br /> It then iterates on the permeability thickness to optimize the <br /> fit between measured and calculated pressure response. ANALYZE <br /> can combine the effect of several rate changes and is , therefore , <br /> especially good for analyzing; variable rate well tests . The <br /> printout from ANALYZE is attached . <br /> A Horner plot of the pressure falloff was used to determine <br /> the initial reservoir pressure (see Figure ) . The final <br /> straight line portion of the Horner plot intersects the Log <br /> (t + dt) /dt = 0 line at 1216 . 3 psia . the slope of the line is <br /> 0 . 34 psi/cycle which indicates that the transmissivity (kh/u) is <br /> about 1 . 6E6 and ft/cp. <br /> The production and injection history along with the reser- <br /> voir pressure from the Horner plot were entered into ANALYZE . <br /> The following values were used to calculate the OCh input of <br /> 5 . 6E-4 ft/psi : <br /> porosity 0 . 30 <br /> net thickness ( h) = 2S0 ft <br /> ( from mud log) <br /> compressibility (C) = 7 . 5E-6 1/psi <br /> assumed value , typical for sandstone aquifer) <br /> viscosity (u ) = 0 . 75 cp <br /> (Wate=r at `0 F ) <br /> ANALYZE calculated a kh/u of 1 . S7E5 and ft/cp which , with the <br /> above assumptions , indicates that the permeability(k) is 4710 md . <br /> These results are consistent with the Horner plot analysis . <br />
The URL can be used to link to this page
Your browser does not support the video tag.