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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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r <br /> r <br /> i , <br /> r <br /> List of Symbols ■ <br /> b = thickness of aquifer[L] ■ <br /> b, = thickness of fracwre skin [L] ' <br /> W = 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 initial <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 /> H,, = initial displacement in well due to slug injection or extraction <br /> Ja = Bessel function of first kind, zero order <br /> 1, = Bessel function of first kind, first order <br /> K = hydraulic conductivity of fractures in fissured system [L/T] <br /> K„ = modified Bessel <br /> unction of second land, zero order <br /> K, = modified Bessel function of second kind, first order <br /> K_ = radiad (honzontal) hydraulic conductivity of aquifer [LI T] <br /> K, = hydraulic conductivity of fracture skin (L/ T] <br /> K; = vertical hydraulic conductivity of aquifer [LIT] <br /> K = hydraulic conductivity of aquitard overlying aquifer in , <br /> leaky system or block system in fissured system [L/T1 <br /> K' = hvdraulic conductivity of aquitard underlying <br /> aquifer (L/T] <br /> I_ = vertical distance betwe-en bottom of perforations in <br /> pumping well and initial position of water taole divided by <br /> initial saturated thickness of aquifer fL] <br /> L = length ofwell 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 /> well radius [L] <br /> r <br /> 1 <br /> i <br /> r <br />
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