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International Journal of Civil Engineering and Technology (IJCIET)
Volume 7, Issue 3, May–June 2016, pp. 129–135, Article ID: IJCIET_07_03_013
Available online at
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=7&IType=3
Journal Impact Factor (2016): 9.7820 (Calculated by GISI) www.jifactor.com
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication
RELATING UPROOTING RESISTANCE TO
STEM BASAL DIAMETERS OF PLANTS
FOR EROSION MITIGATION
Nwoke, H.U., Dike, B.U., Nwite, S.A., Nwakwasi, N.L.
Department of Civil Engineering,
Federal University of Technology, Owerri. P.M.B 1526 Owerri, Imo State, Nigeria.
ABSTRACT
The strength with which a plant resists uprooting from erosion is
influenced by a number of morphological traits including the stem basal
diameter. The objective of this study is carry out in-situ lateral uprooting tests
for various plant species and develop models that relate uprooting resistance
to plant stem basal diameter. The study area is the erosion prone land of
Nguzu Edda in Ebonyi State, Nigeria. Several lateral uprooting tests were
carried out to determine the uprooting forces for twelve plant species. The
stem basal diameters of the plants were also measured. Linear, quadratic and
cubic regression models were used in data analysis. The results showed that
maximum uprooting force has a linear relationship with stem basal diameter
with coefficients of determination ranging from 0.900 to 0.999. The r
2
value
was 0.900 for Saccharum officinarum, 0.975 for chrysopogon zizanioides and
0.980 for paspalum notatum while other plants studied had r
2
values ranging
from 0.996 to 0.999. The p-values for all species using linear regression were
less than 0.05 hence the model results are significant at 95% confidence level
for all plant species studied
Key words: Lateral Uprooting, Basal Diameter, Uprooting Force, Erosion,
Statistical Analysis.
Cite this Article: Nwoke, H.U., Dike, B.U., Nwite, S.A., Nwakwasi, N.L.,
Relating uprooting Resistance to Stem Basal Diameters of Plants for Erosion
Mitigation, International Journal of Civil Engineering and Technology, 7(3),
2016, pp. 129–135.
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=7&IType=3