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+� s <br /> KLEINFELDER PERMEABILITY TEST DATA 2/2 <br /> JOB: Harney Lane Landfill Range t k <br /> JOB No: 20-1008-49 Ho-Hf (min) (cm/sec) <br /> DATE STARTED: 3-16-94 UNIT No:E <br /> BORING NO. : TP-1 BY:SS 1-2 1 1 .1E-04 <br /> SAMPLE Light Brown 1-3 2 1 .0E-04 <br /> DESCRIPTION: Sandy Clay 1-4 4 1 .0E-04 <br /> 1-5 5 9.8E-05 <br /> PRESSURE(PSI) 4 .00 <br /> 2-3 1 1.0E-04 <br /> I k = aL/2At ln(Ho/Hf) I 2-4 3 9.7E-05 <br /> 2-5 4 9.6E-05 <br /> a = 0.08 3-4 2 9.5E-05 <br /> L (in) = 2 .87 = 7.29 cm. 3-5 3 9.4E-05 <br /> D (in) = 1.93 Stabilized <br /> A (sq. cm.)= 18 .87 4-5 1 9.4E-05 Value of K <br /> is <br /> Reading No. Reading min. time Date »»»> 2nd. RUN ««« 1 .1E-04 <br /> ----------- ======= ========= ========= ====== 1A-2A 1 1 .1E-04 cm/sec <br /> 1 17.10 0.00 12.30 3-1 -9 1A-3A 2 1 .1E-04 <br /> 2 11.30 1 .00 12 .31 1A-4A 5 1 .1E-04 <br /> 3 7.59 2.00 12 .32 1A-5A <br /> 4 3 .64 4 .00 12.34 <br /> 5 2 .53 5.00 12 .35 2A-3A 1 1 .1E-04 <br /> > > > > > > > > > 2nd. RUN < < < < < < < < < 2A-4A 4 1 .0E-04 <br /> 1A 17.45 0.00 16.00 3- 1-9 2A-5A <br /> 2A 11.22 1 .00 16.01 <br /> 3,A 7.33 2 .00 16.02 3A-4A 3 1 .0E-04 <br /> 4A 2.71 4.50 16.05 3A-5A <br /> 5A <br /> 4A-5A <br />