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ARCHIVED REPORTS_XR0012756
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545614
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ARCHIVED REPORTS_XR0012756
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Entry Properties
Last modified
5/18/2020 8:56:43 AM
Creation date
4/27/2020 4:00:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012756
RECORD_ID
PR0545614
PE
3528
FACILITY_ID
FA0009531
FACILITY_NAME
UFP Thornton LLC
STREET_NUMBER
26200
STREET_NAME
NOWELL
STREET_TYPE
Rd
City
Thornton
Zip
95686
CURRENT_STATUS
02
SITE_LOCATION
26200 Nowell Rd
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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z ...� Fn ... s „r. szzg - "iS °;` w _ 3` • s"'k.: �a <br /> da <br /> x <br /> r <br /> Pon <br /> i- <br /> J <br /> , <br /> t 1S2 GROUNDWATER HYDROLOGY ? <br /> CROtJ" <br /> .� Hsntush25-" and others.37,39,45 Although evaluating the effects is <br /> complicated except for the simplest cases, common field situations canny <br /> often reduce the prpctical importance of partial penetration.* One inves <br /> occurs where an obsr;vation well is located more than 1.5 to 2 times t sides. <br /> the saturated aquifer thickness from a pumping well,In this situation TO <br /> the effect of partial penetration can be neglected for homogeneous may <br /> and Isotropic aquifers. Another applies to many alluvial aquifers <br /> with pronounced anisotropy. Here the vertical flow components <br /> t become small,thereby enabling a pumping well to be approximated wherf <br /> as a fully penetrating well in a confined or leaky aquifer with a co <br /> saturated thickness equal to the length of the well screen, condi ondi <br /> Well Flow for Special Conditions <br /> A variety of solutions to well flow problems have been derived so tha <br /> for special aquifer.pumping,and well conditions.=3,33 Inasmuch as <br /> these are of less general application than those outlined heretofore <br /> and Involve more extensive mathematical treatment, they will be There <br /> omitted here.It is worth noting,however,that solutians have been the fo <br /> obtained for the following special conditions: Cor. <br /> t.Constant well drawdown?43 betwe <br /> 2.Varying•cyclic,and intermittent well discharges.22,4r•.s.U.63.ca can be <br /> 3.Sloping aquifers.23 ables <br /> 4.Aquifers of variable thickness." small., <br /> 5.Two-layered aquifers.�s.32,51 <br /> &Anisotropic aquifers.r3•:s•29•30.72 <br /> 7.Aquifer conditions varying with depth 47.34 <br /> 8 <br /> Large-diameter wells.42,73 _ <br /> 9. Collector wefts(see Chapter 5)'-4•13 <br /> 10. Wells with multiple-sectioned well screens.°' <br /> Characteristic Well Losses <br /> The drawdown at a well includes not only that of the logarithmic <br /> drawdown curve at the well face,but also a well foss caused by flow <br /> through the well screen and flow inside of the well to the pump <br /> Intake.Because the well loss is associated with turbulent flow,it may — <br /> be indicated as being proportional to an nth power of the discharge, <br /> as Q".where n is a constant greater than one.Jacob"suggested that <br /> a value n =2 nhpointed <br /> t;ght be reasonably assumed,but Rorabau s3 M21 z <br /> g ..�_• <br /> out that n can deviate significantly from 2. An exact value for n <br /> 'It should be noted that any well with 85 percent or mom open or screened hole <br /> in the saturated thickness may be considered as fully peaetrauaa. <br /> t. <br />
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