Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region
In Colombia, daily maximum multiannual series are one of the main inputs for design streamflow calculation, which requires performing a rainfall frequency analysis that involves several prior steps: (a) requesting the datasets, (b) waiting for the information, (c) reviewing the datasets received for...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2019
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/8765
- Acceso en línea:
- https://hdl.handle.net/20.500.12585/8765
- Palabra clave:
- Design rainfall
IDEAM
Interpolation method
Isohyetal map
Stationary frequency analysis
Stormwater management
Rain
Rain gages
Design rainfalls
Frequency Analysis
IDEAM
Interpolation method
Storm-water managements
Interpolation
Frequency analysis
Interpolation
Kriging
Mapping method
Precipitation intensity
r Raingauge
Return period
Streamflow
Wastewater treatment
Caribbean Coast [Colombia]
Colombia
- Rights
- openAccess
- License
- http://creativecommons.org/licenses/by-nc-nd/4.0/
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Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region |
| title |
Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region |
| spellingShingle |
Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region Design rainfall IDEAM Interpolation method Isohyetal map Stationary frequency analysis Stormwater management Rain Rain gages Design rainfalls Frequency Analysis IDEAM Interpolation method Storm-water managements Interpolation Frequency analysis Interpolation Kriging Mapping method Precipitation intensity r Raingauge Return period Streamflow Wastewater treatment Caribbean Coast [Colombia] Colombia |
| title_short |
Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region |
| title_full |
Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region |
| title_fullStr |
Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region |
| title_full_unstemmed |
Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region |
| title_sort |
Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region |
| dc.subject.keywords.none.fl_str_mv |
Design rainfall IDEAM Interpolation method Isohyetal map Stationary frequency analysis Stormwater management Rain Rain gages Design rainfalls Frequency Analysis IDEAM Interpolation method Storm-water managements Interpolation Frequency analysis Interpolation Kriging Mapping method Precipitation intensity r Raingauge Return period Streamflow Wastewater treatment Caribbean Coast [Colombia] Colombia |
| topic |
Design rainfall IDEAM Interpolation method Isohyetal map Stationary frequency analysis Stormwater management Rain Rain gages Design rainfalls Frequency Analysis IDEAM Interpolation method Storm-water managements Interpolation Frequency analysis Interpolation Kriging Mapping method Precipitation intensity r Raingauge Return period Streamflow Wastewater treatment Caribbean Coast [Colombia] Colombia |
| description |
In Colombia, daily maximum multiannual series are one of the main inputs for design streamflow calculation, which requires performing a rainfall frequency analysis that involves several prior steps: (a) requesting the datasets, (b) waiting for the information, (c) reviewing the datasets received for missing or data different from the requested variable, and (d) requesting the information once again if it is not correct. To tackle these setbacks, 318 rain gauges located in the Colombian Caribbean region were used to first evaluate whether or not the Gumbel distribution was indeed the most suitable by performing frequency analyses using three different distributions (Gumbel, Generalized Extreme Value (GEV), and Log-Pearson 3 (LP3)); secondly, to generate daily maximum isohyetal maps for return periods of 2, 5, 10, 20, 25, 50, and 100 years; and, lastly, to evaluate which interpolation method (IDW, spline, and ordinary kriging) works best in areas with a varying density of data points. GEV was most suitable in 47.2% of the rain gauges, while Gumbel, in spite of being widely used in Colombia, was only suitable in 34.3% of the cases. Regarding the interpolation method, better isohyetals were obtained with the IDW method. In general, the areal maximum daily rainfall estimated showed good agreement when compared to the true values. © 2019 by the authors. |
| publishDate |
2019 |
| dc.date.accessioned.none.fl_str_mv |
2019-11-06T19:05:20Z |
| dc.date.available.none.fl_str_mv |
2019-11-06T19:05:20Z |
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2019 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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info:eu-repo/semantics/article |
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info:eu-repo/semantics/publishedVersion |
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Artículo |
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publishedVersion |
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Water (Switzerland); Vol. 11, Núm. 2 |
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2073-4441 |
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https://hdl.handle.net/20.500.12585/8765 |
| dc.identifier.doi.none.fl_str_mv |
10.3390/w11020358 |
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Universidad Tecnológica de Bolívar |
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Repositorio UTB |
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Water (Switzerland); Vol. 11, Núm. 2 2073-4441 10.3390/w11020358 Universidad Tecnológica de Bolívar Repositorio UTB |
| url |
https://hdl.handle.net/20.500.12585/8765 |
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eng |
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eng |
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info:eu-repo/semantics/openAccess |
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Atribución-NoComercial 4.0 Internacional |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ Atribución-NoComercial 4.0 Internacional http://purl.org/coar/access_right/c_abf2 |
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Recurso electrónico |
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application/pdf |
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MDPI AG |
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MDPI AG |
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2019-11-06T19:05:20Z2019-11-06T19:05:20Z2019Water (Switzerland); Vol. 11, Núm. 22073-4441https://hdl.handle.net/20.500.12585/876510.3390/w11020358Universidad Tecnológica de BolívarRepositorio UTBIn Colombia, daily maximum multiannual series are one of the main inputs for design streamflow calculation, which requires performing a rainfall frequency analysis that involves several prior steps: (a) requesting the datasets, (b) waiting for the information, (c) reviewing the datasets received for missing or data different from the requested variable, and (d) requesting the information once again if it is not correct. To tackle these setbacks, 318 rain gauges located in the Colombian Caribbean region were used to first evaluate whether or not the Gumbel distribution was indeed the most suitable by performing frequency analyses using three different distributions (Gumbel, Generalized Extreme Value (GEV), and Log-Pearson 3 (LP3)); secondly, to generate daily maximum isohyetal maps for return periods of 2, 5, 10, 20, 25, 50, and 100 years; and, lastly, to evaluate which interpolation method (IDW, spline, and ordinary kriging) works best in areas with a varying density of data points. GEV was most suitable in 47.2% of the rain gauges, while Gumbel, in spite of being widely used in Colombia, was only suitable in 34.3% of the cases. Regarding the interpolation method, better isohyetals were obtained with the IDW method. In general, the areal maximum daily rainfall estimated showed good agreement when compared to the true values. © 2019 by the authors.Recurso electrónicoapplication/pdfengMDPI AGhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAtribución-NoComercial 4.0 Internacionalhttp://purl.org/coar/access_right/c_abf2https://www2.scopus.com/inward/record.uri?eid=2-s2.0-85065059855&doi=10.3390%2fw11020358&partnerID=40&md5=c1657920edd3340b22d4e9d55d1257d0Scopus 57208078895Scopus 57208551562Scopus 57193337460Scopus 55817731200Scopus 36618177700Scopus 54383095000Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Regioninfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_2df8fbb1Design rainfallIDEAMInterpolation methodIsohyetal mapStationary frequency analysisStormwater managementRainRain gagesDesign rainfallsFrequency AnalysisIDEAMInterpolation methodStorm-water managementsInterpolationFrequency analysisInterpolationKrigingMapping methodPrecipitation intensityr RaingaugeReturn periodStreamflowWastewater treatmentCaribbean Coast [Colombia]ColombiaGonzález-Álvarez Á.Viloria-Marimón, O.M.Coronado Hernández, Óscar EnriqueVélez-Pereira, A.M.Tesfagiorgis, K.Coronado Hernández, Jairo RafaelChow, V.T., Maidment, D.R., Mays, L.W., (1988) Applied Hydrology, 1st ed, pp. 350-376. , McGraw-Hill: New York, NY, USABedient, P.B., Huber, W.C., (2002) Hydrology and Floodplain Analysis, pp. 168-224. , Prentice-Hall: Upper Saddle River, NJ, USAVargas, M.R., Díaz-Granados, M., (1998) Colombian Regional Synthetic IDF Curves, , Master's Thesis, University of Los Andes, Bogotá, Colombia(2015) New Scenarios of Climate Change for Colombia 2011-2100 Scientific Tools for Department-Based Decision Making-National Emphasis: 3rd National Bulletin on Climate Change, , http://documentacion.ideam.gov.co/openbiblio/bvirtual/022964/documento_nacional_departamental.pdf, accessed on 7 September 2018Intensity-Duration-Frequency Curves (IDF), , http://www.ideam.gov.co/curvasidf, (accessed on 18 March 2018)(2017) Technical Guidelines for the Sector of Potable Water and Basic Sanitation (RAS), , http://www.minvivienda.gov.co/ResolucionesAgua/0330%20-%202017.pdf, accessed on 7 September 2018 Resolution 0330 of 8 June 2017Liu, Y., Zhang, W., Shao, Y., Zhang, K., A Comparison of Four Precipitation Distribution Models Used in Daily Stochastic Models (2011) Adv. 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Clim, 28, pp. 947-959http://purl.org/coar/resource_type/c_6501ORIGINALDOI10_3390w11020358.pdfapplication/pdf8137592https://repositorio.utb.edu.co/bitstream/20.500.12585/8765/1/DOI10_3390w11020358.pdf6a0b0423ce547628d23cec21dfa2fa3bMD51TEXTDOI10_3390w11020358.pdf.txtDOI10_3390w11020358.pdf.txtExtracted texttext/plain82940https://repositorio.utb.edu.co/bitstream/20.500.12585/8765/4/DOI10_3390w11020358.pdf.txt520e417ad77bf323f714924504e26bd9MD54THUMBNAILDOI10_3390w11020358.pdf.jpgDOI10_3390w11020358.pdf.jpgGenerated Thumbnailimage/jpeg88223https://repositorio.utb.edu.co/bitstream/20.500.12585/8765/5/DOI10_3390w11020358.pdf.jpg58e4dc94f3b3a8448a72768b454529ddMD5520.500.12585/8765oai:repositorio.utb.edu.co:20.500.12585/87652023-05-26 10:50:43.868Repositorio Institucional UTBrepositorioutb@utb.edu.co |