My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0000247
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
B
>
B
>
1604
>
3500 - Local Oversight Program
>
PR0543431
>
ARCHIVED REPORTS XR0000247
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2019 2:39:28 PM
Creation date
2/5/2019 1:10:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000247
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
137
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
' s = displacement [L] <br /> st = displacement at time t [LI <br /> sQ = initial displacement to well [L] <br />' S = coefTiclent of storage of aquifer [dimensionless] <br /> S, = fracture skin [dimensionless] <br /> S5 = specific storage of aquifer or fractures to fissured system [L`] <br />' S; = specific storage of aquitard to leaky system or <br /> blocks In fissured system [i:'] <br /> S,� = wellbore skin [dimensionless] <br />' S} = specific yield of aquifer[dimensionless] <br /> S' = coefficient of storage of aquitard overlying aquifer <br /> [dimensionless] <br />' S,, = coefficient of storage of aquitard underlying aquifer <br /> [dimensionless] <br /> t = time since pumping began [TI <br /> ts = dimensionless nine wall respect to SS equal to Tt/SrZ [TI <br /> i = dimensionless time with respect to S, equal to Tt/S.,r [TI <br /> _ T = transmisslvity [I- T] <br /> v = vanable of integration <br /> Y, = Besse] function of second kind. zero order <br /> Y, = Bessel function of the second land first order <br />' z, = vertical distance above bottom of aquifer divided by <br /> initial saturated thickness of aquifer [L] <br /> z,c = vertical distance from bottom of aquifer to bottom of <br />' observation well perforations divided by initial saturated <br /> thicknessof aquifer [L] <br /> Z.- = vertical distance from bottom of aquifer to top of <br /> observation well perforations divtaed by initial saturated <br /> thickness of aquifer [LI <br />
The URL can be used to link to this page
Your browser does not support the video tag.