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ARCHIVED REPORTS XR0000247
Environmental Health - Public
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EHD Program Facility Records by Street Name
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B
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B
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1604
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000247
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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
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1 <br /> List of Symbols <br /> b = duckness of aquifer [LJ <br /> b. = thickness of fracture skin [L] ' <br /> V = thickness of aquitard overlying aquifer in leaky system or <br /> one-half thickness of blocks in fissured system [L] <br /> b" = thickness of aquitard underlying aquifer [L] <br /> B = leakage factor [L'] <br /> do = vertical distance between top of perforations in pumping <br /> well and initial position of water table divided by irunal ' <br /> saturated thickness of aquifer[L] <br /> H = static height of water in well measured from base of well <br /> to static water level [L] ' <br /> Ho = initial displacement in well due to slug infection or extraction [LJ <br /> J, = Bessel function of first kind, zero order <br /> Jr = Bessel function of first kind. first order ' <br /> K = hydraulic conductivity of fractures in fissured system [L/Tj <br /> K„ = modified Bessel function of second kind, zero order <br /> K, = modified Bessel function of second kind, first order <br /> K, = radial (horizontal) hydraulic conductivity of aquifer [L/TJ <br /> K, = hydraulic conductivity of fracture skin [L/TJ <br /> K. = vertical hydraulic conductiviry of aquifer [L/TJ , <br /> K' = hvdraulic conductivity of aquirard overlying aquifer in <br /> leaky system or biock system in fissured system (L/T] <br /> K" = hvdraulic conductivity of aquitard underlying , <br /> aquifer (L/T) <br /> I_ = vertical distance between bottom of perforations in <br /> pumping well and initial position of water table divided by ' <br /> initial saturated tnickness of acuife, [L] <br /> L = length of well screen [L] <br /> p = Laplace transform variable ' <br /> Q = pumping rate [L' /T] <br /> r = radial distance [L] <br /> r = well casing radius (L] ' <br /> r. = equivalent radius over wnich head loss occurs [L] <br /> r4 = well radius [L] <br />
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