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PHYSICAL PROPERTIES OF SOIL SEDIMENT IN WADIARAR, KINGDOM OF SAUDI ARABIA

International Journal of Civil Engineering (IJCE) • 2013
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Publication Information
Authors MOHAMED A. M. ALGHAMDI& ALNOS A. E. HEGAZY1
Keywords Grain Size Distribution, Physical Properties, Sediment, Soil Grains, Wadi Arar
Journal International Journal of Civil Engineering (IJCE)
Publisher International Academy of Science, Engineering and Technology
Volume Vol. 2
Issue Issue 5
Pages 1-8
publication.type International
Paper Link Not Available
Supplementary Materials Not Available
Abstract
The top half meter of the surface deposits of wadiArar, that extend for 22 km at north-east direction and located
between latitudes 30
o
45′ and 31
o
00′ N and longitude 40
o
30′ and 41
o
05′ E is a mature river deposits. The deposits of
studied area are silty sand as unified soil classification system (USCS). The average contents of sand, silt and gravel are
54%, 30% and 16% respectively. The Y = A.X
B
equation and equation of Y = A. lnX+B represent the best two
mathematical forms to represent the grains size distribution. Where Y represents the percentage of passing (%Pass), while
X represent the sieve diameter by mm. Otherwise, the sudden change in the proportion passing 1 mm means no feeding
from the source with this size which may reflect the change of the mineral composition.
Comparing between the start and the end of the study area, it was found that the average content of sand and silt
decrease from 57% to 54% and from 32% to 28% respectively, while, the average content of gravel increase from
11% to 19%. This is a result of the convergence of the Sha’ibs with WadiArar. Otherwise, at the meandering point bars, it
was found that for the whole three meanders the average contents of sand content was the highest, then, silt and gravel with
53%, 33%, 13% respectively. Either the sand content was the highest or the gravel was the lowest for each meander.