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Soil Texture Effects on Rhizodegradation of
Crude Oil Contaminated Soil
FARHANA MAQBOOL
1,2
, YING XU
3
, DONGMEI GAO
1
, ZULFIQAR AHMAD BHATTI
4
and ZHENYU WANG
1,
*
1
College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China
2
Department of Microbiology, Hazara University Garden Campus, Mansehra, 21300, KPK, Pakistan
3
College of Animal Science and Technology, Qingdao Agricultural University, Qingdao, 266109, China
4
Department of Environmental Science, COMSATS Institute of Information Technology, Abbottabad, 22010, KPK, Pakistan
ABSTRACT: The effect of soil texture on the rhizodegradation of crude oil by the Ses-
bania cannabina plant was evaluated. Soil texture amendment was difficult to carry out
in the field of polluted soil so the soil was used in its original clay-like texture and bioaug-
mented with a microbial consortium. After 120 days of plant growth, crude concentration
decreased non-significantly from 3,000 ppm to 2,200 ppm. Root morphological charac-
teristics and microbial biomass was checked and did not show a pronounced difference.
It was concluded that the Sesbania cannabina has a fibrous root structure not strong
enough to support constricting and stretching forces of clayey textured soil. Therefore,
texture amendment is indispensible for optimizing rhizodegradation of crude oil in soil.
INTRODUCTION
S
OILS contamination from organic pollutants’ ac-
cumulation is a widespread issue. Contaminated
soils are found on all continents. Accidental spills oc-
cur mainly in areas near oil refineries, storage areas,
and significant manufacturing activities. Specific tech-
niques aimed at remediating these areas consume con-
siderable industry and government resources [1].
A combination of two approaches using rhizoreme-
diation and bioaugmentation both resulted in rhizodeg-
radation. During rhizodegradation, exudates derived
from the plant may help to stimulate survival and ac-
tion of bacteria. The root system of a plant helps to
spread bacteria through the soil and helps penetration
into impermeable soil layers [2]. Soil texture, compact-
ness, and drainage are the main soil characteristics re-
lated to plant growth. Compact soil layers limit root
growth and effect properties related to water and air
movement. According to Gerhardt [3] in spiked soils,
chemicals tend to be bioavailable. Whereas, contami-
nants in naturally weathered soils are often not readily
bioavailable due to hard soil structure. Hydrophobic
characteristics of crude oil retard mass transfer of air,
water, and contaminants from particles to microorgan-
isms in soil, which limits rate of uptake and metabo-
lism of contaminants by hydrocarbon-degrading of the
bacteria [4, 5]. Moisture content and aeration were de-
termined to be key factors associated with polyaromat-
ic hydrocarbons (PAH) bioremediation [6] and these
factors are related to soil texture. The specificity of the
plant–bacteria interaction is dependent upon soil con-
ditions that may alter contaminant bioavailability, root
exudates composition, and nutrient levels [7].
Many studies have been carried out to check effects
of nutrient addition and bioaugmentation on biodeg-
radation of petroleum polluted soil [8, 9, 10] but very
few literatures demonstrated the effect of soil physi-
cal texture in rhizodegradation experiments. Crude oil
contamination is a very much serious problem in the
Yellow River Delta in Dongying, Shandong due to its
exploitation, manufacturing, and transportation. The
size of a contaminated site is very long so the need for
a cost effective technique able to remediate such large
area is necessary. In the present study soil was bioaug-
mented without any other structural amendments to
make the technique applicable for the large field area.
MATERIALS AND METHODS
Physicochemical Analysis of Soil
Soil texture was analyzed using the modified meth-
*Author to whom correspondence should be addressed.
E-mail: fairy_es@yahoo.com
Journal of Residuals Science & Technology, Vol. 9, No. 2—April 2012
1544-8053/12/02 073-07
© 2012 DEStech Publications, Inc.