Evidence map›Paper›PMID 37714882›Full record

ArticleScientific reports2023

Comparative analysis of the expansion rate and soil erodibility factor of some gullies in Nnewi and Nnobi, Southeastern Nigeria.

Stella Kosi Nzereogu, Ogbonnaya Igwe, Chukwuebuka Odinaka Emeh, Kelechi Paulinus Ukor, Pearl Elochukwu Echezona

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Article in Scientific reports, 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

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1citing papers in PubMed
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3 · Its place in the literature

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1 citing paper in PubMed.

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5 · Who and what money

Authors and funding

5 authors.

Stella Kosi NzereoguDepartment of Geology, University of Nigeria, Nsukka, Enugu State, Nigeria. stella.nzereogu@unn.edu.ng.
Ogbonnaya IgweDepartment of Geology, University of Nigeria, Nsukka, Enugu State, Nigeria.
Chukwuebuka Odinaka EmehDepartment of Geological Sciences, Nnamdi Azikwe University, Awka, Anambra State, Nigeria.
Kelechi Paulinus UkorDepartment of Geology, University of Nigeria, Nsukka, Enugu State, Nigeria.
Pearl Elochukwu EchezonaDepartment of Geology, University of Nigeria, Nsukka, Enugu State, Nigeria.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

The research focused on assessing the expansion rate and soil erodibility factor (K) of specific gullies located in Nnewi and Nnobi, Southeastern Nigeria. Fifteen representative gullies were studied extensively. The Grain size distribution analysis revealed that the soils are composed of gravel (5.77-17.67% and 7.01-13.65%), sand (79.90-91.01% and 82.47-88.67%), and fines (2.36-4.05% and 3.78-5.02%) for Nnewi and Nnobi respectively. The cohesion and internal friction angle values range from 1-5 to 2-5 kPa and from 29-38° to 30-34° for Nnewi and Nnobi respectively, which suggests that the soils have low shear strength and are susceptible to shear failure. The plasticity index (PI) of the fines showed that they are nonplastic to low plastic soils and highly liquefiable with values ranging from 0-10 to 0-9% for Nnewi and Nnobi respectively. Slope stability analysis gave factor of safety (FoS) values in the range of 0.50-0.76 and 0.82-0.95 for saturated condition and 0.73-0.98 and 0.87-1.04 for unsaturated condition for both Nnewi and Nnobi respectively indicating that the slopes are generally unstable to critically stable. The erosion expansion rate analysis for a fifteen-year period (2005-2020) revealed an average longitudinal expansion rate of 36.05 m/yr and 10.76 m/yr for Nnewi and Nnobi gullies respectively. The soil erodibility factor (K) are 8.57 × 10

Identifiers

PMID37714882
PMCPMC10504314

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