Development of an appropriate procedure for estimation of RUSLE EI30 index and preparation of erosivity maps for Pulau Penang in Peninsular Malaysia

Pluviographic data at 15 min interval from 6 stations in Pulau Penang of Peninsular Malaysia were used to compute rainfall erosivity factor (R) for the revised universal soil loss equation (RUSLE). Three different modelling procedures were applied for the estimation of monthly rainfall erosivity (E...

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Main Authors: Shamshad, A., Azhari, M.N., Isa, M.H., Hussin, W.M.A.W., Parida, B.P.
Format: Article
Language:English
Published: 2008
Subjects:
Online Access:http://scholars.utp.edu.my/id/eprint/2889/
http://scholars.utp.edu.my/id/eprint/2889/1/Development-of-an-appropriate-procedure-for-estimation-of-RUSLE-EI30-index-and-preparation-of-erosivity-maps-for-Pulau-Penang-in-Peninsular-Malaysia_2008_Catena.pdf
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author Shamshad, A.
Azhari, M.N.
Isa, M.H.
Hussin, W.M.A.W.
Parida, B.P.
author_facet Shamshad, A.
Azhari, M.N.
Isa, M.H.
Hussin, W.M.A.W.
Parida, B.P.
author_sort Shamshad, A.
building UTP Institutional Repository
collection Online Access
description Pluviographic data at 15 min interval from 6 stations in Pulau Penang of Peninsular Malaysia were used to compute rainfall erosivity factor (R) for the revised universal soil loss equation (RUSLE). Three different modelling procedures were applied for the estimation of monthly rainfall erosivity (EI<sub>30</sub>) values. While storm rainfall (P) and duration (D) data were used in the first approach, the second approach used monthly rainfall for days with rainfall ≥ 10 mm (rain<sub>10</sub>) and monthly number of days with rainfall ≥ 10 (days<sub>10</sub>). The third approach however used the Fournier index as the independent variable. Based on the root mean squared error (RMSE) and the percentage error (PE) criteria, models developed using the Fournier index approach was adjudged the best with an average PE value of 0.92 and an average RMSE value of 164.6. Further, this approach was extended to the development of a regional model. Using data from additional sixteen stations and the Fournier index based regional model, EI<sub>30</sub> values were computed for each month. ArcView GIS was used to generate monthly maps of EI<sub>30</sub> values and also annual rainfall erosivity (R). The rainfall erosivity factor (R) in the region was estimated to vary from 9000 to 14,000 MJ mm ha<sup>- 1</sup> h<sup>- 1</sup> year<sup>- 1</sup>. © 2007 Elsevier B.V. All rights reserved.
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spelling oai:scholars.utp.edu.my:28892017-01-19T08:26:44Z http://scholars.utp.edu.my/id/eprint/2889/ Development of an appropriate procedure for estimation of RUSLE EI30 index and preparation of erosivity maps for Pulau Penang in Peninsular Malaysia Shamshad, A. Azhari, M.N. Isa, M.H. Hussin, W.M.A.W. Parida, B.P. TA Engineering (General). Civil engineering (General) Pluviographic data at 15 min interval from 6 stations in Pulau Penang of Peninsular Malaysia were used to compute rainfall erosivity factor (R) for the revised universal soil loss equation (RUSLE). Three different modelling procedures were applied for the estimation of monthly rainfall erosivity (EI<sub>30</sub>) values. While storm rainfall (P) and duration (D) data were used in the first approach, the second approach used monthly rainfall for days with rainfall ≥ 10 mm (rain<sub>10</sub>) and monthly number of days with rainfall ≥ 10 (days<sub>10</sub>). The third approach however used the Fournier index as the independent variable. Based on the root mean squared error (RMSE) and the percentage error (PE) criteria, models developed using the Fournier index approach was adjudged the best with an average PE value of 0.92 and an average RMSE value of 164.6. Further, this approach was extended to the development of a regional model. Using data from additional sixteen stations and the Fournier index based regional model, EI<sub>30</sub> values were computed for each month. ArcView GIS was used to generate monthly maps of EI<sub>30</sub> values and also annual rainfall erosivity (R). The rainfall erosivity factor (R) in the region was estimated to vary from 9000 to 14,000 MJ mm ha<sup>- 1</sup> h<sup>- 1</sup> year<sup>- 1</sup>. © 2007 Elsevier B.V. All rights reserved. 2008 Article PeerReviewed application/pdf en http://scholars.utp.edu.my/id/eprint/2889/1/Development-of-an-appropriate-procedure-for-estimation-of-RUSLE-EI30-index-and-preparation-of-erosivity-maps-for-Pulau-Penang-in-Peninsular-Malaysia_2008_Catena.pdf Shamshad, A. and Azhari, M.N. and Isa, M.H. and Hussin, W.M.A.W. and Parida, B.P. (2008) Development of an appropriate procedure for estimation of RUSLE EI30 index and preparation of erosivity maps for Pulau Penang in Peninsular Malaysia. Catena, 72 (3). pp. 423-432. ISSN 3418162 10.1016/j.catena.2007.08.002 10.1016/j.catena.2007.08.002 10.1016/j.catena.2007.08.002
spellingShingle TA Engineering (General). Civil engineering (General)
Shamshad, A.
Azhari, M.N.
Isa, M.H.
Hussin, W.M.A.W.
Parida, B.P.
Development of an appropriate procedure for estimation of RUSLE EI30 index and preparation of erosivity maps for Pulau Penang in Peninsular Malaysia
title Development of an appropriate procedure for estimation of RUSLE EI30 index and preparation of erosivity maps for Pulau Penang in Peninsular Malaysia
title_full Development of an appropriate procedure for estimation of RUSLE EI30 index and preparation of erosivity maps for Pulau Penang in Peninsular Malaysia
title_fullStr Development of an appropriate procedure for estimation of RUSLE EI30 index and preparation of erosivity maps for Pulau Penang in Peninsular Malaysia
title_full_unstemmed Development of an appropriate procedure for estimation of RUSLE EI30 index and preparation of erosivity maps for Pulau Penang in Peninsular Malaysia
title_short Development of an appropriate procedure for estimation of RUSLE EI30 index and preparation of erosivity maps for Pulau Penang in Peninsular Malaysia
title_sort development of an appropriate procedure for estimation of rusle ei30 index and preparation of erosivity maps for pulau penang in peninsular malaysia
topic TA Engineering (General). Civil engineering (General)
url http://scholars.utp.edu.my/id/eprint/2889/
http://scholars.utp.edu.my/id/eprint/2889/
http://scholars.utp.edu.my/id/eprint/2889/1/Development-of-an-appropriate-procedure-for-estimation-of-RUSLE-EI30-index-and-preparation-of-erosivity-maps-for-Pulau-Penang-in-Peninsular-Malaysia_2008_Catena.pdf