Record Details

Model study of drainage in shallow layered soils

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Title Model study of drainage in shallow layered soils
Names Bonna, Ata Kusi (creator)
Brooks, Royal H. (advisor)
Date Issued 1976-06-11 (iso8601)
Note Graduation date: 1977
Abstract The occurrence of relatively less permeable soil underlying a
relatively more permeable and shallow soil profile is widespread in
the Willamette Valley Region of Oregon. Recognizing that an understanding
of the water transport process in such a situation would
provide reliable criteria for designing a drainage system has led to
this study.
A physical model of a drainage system was constructed and two
soil samples, one identified as a river bed sand and the other as
clayey loam, were used. The Brooks-Corey method of analysis was
used to identify the significant hydraulic parameters of the two samples
from capillary pressure-saturation data, separately acquired
for the two samples.
Drains were installed at three different depths, 12.7 cm,
43.2 cm and 73.7 cm for two different spacings of 7.6 m and 15.2 m.
The data from the drainage experiments were extensively analyzed
in the light of drainage system geometry and the hydraulic soil parameters. Degrees of saturation and drainage with respect to time
and space indicated that drain spacing was not an important factor in
the design of drainage systems for shallow layered soil profiles. The
overriding factor was the depth placement of the drains and that the
effectiveness of the drain was greatly enhanced by placing the drains
at depths greater than the bubbling pressure heads of the soils
involved.
Genre Thesis/Dissertation
Topic Drainage
Identifier http://hdl.handle.net/1957/21239

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