Lab 6. Constant Head and Falling Head Permeability Test in Sand (Lab13 and Lab14 in 9th, Lab 10 in 8th ) Lab reports for the remaining experiments will be due within one week of your lab section. Lab report #6 due for Group A, B and C is on May 2, 2017 for Group D, E and F is on May 9, 2017 Lab #7 for all groups will be held on May 9, 2017 The rate of flow of water through a soil specimen of cross-sectional area A
can be determined as π = πππ΄
where q = flow in unit time, k=coefficient of permeability, i = hydraulic gradient k is defined as a measure of materialβs capacity to transmit water k can be determined in the lab by
Constant head test (for coarse grain) Falling head test (for coarse or fine grain soils)
Constant Head Test Measure Q flowing through the sample over a period of time (t) under a steady state head condition (h)
Falling Head Test Allow water flowing through the sample and measure the time (t) to drop from the upper (h
0 ) to the lower head (h
1 )
π = πππ΄ then π = πππ΄ =
ππΏ βπ΄π‘
due to π = π π‘ and π = β πΏ
Assembly a permeameter Bottom porous stone 2/3 of compacted sandy soil Top porous stone Spring Fix the specimen tube
Data Recording for constant head
Use data sheet for Constant-Head Permeability Test : Determination of Coefficient of Permeability in p.309 (9th).
Determine Q with the constant collection time t
Data Recording for falling head
Use data sheet for Falling-Head Permeability Test : Determination of Coefficient of Permeability in p.309.
Take a reading Vw from burette Read h1 and h2 from ruler Record time t from h1 to h2
Calculation
Ignore Table 13-4 and 14-1 determination of void ratio of specimen
Calculate k and k20ΒΊC for constant-head method
π = ππΏ π΄βπ‘
π20β = ππβ ππβ π20β
Calculate k and k20ΒΊC for falling-head method
π = 2.303ππ€πΏ (β1 β β2)π‘π΄
log β1 β2
π20β = ππβ ππβ π20β
Lab Report (see section 13.7 and 14.7 in your textbook)
β Results section should include data tables and sample calculations for both permeability tests.
β Discuss the variation of k between two test methods.
β Discuss any sources of error