Automation of the Rational Formula using GIS infrastructure – Case study Siret River Basin - Romania

One of the main concerns and challenges of applied hydrology is estimating the peak flood discharge for an ungauged river. The method currently used in case of rivers with small catchment areas (less than 5 km²) is the Rational Formula as it had been proposed by Diaconu (1994) using the updated valu...

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Main Authors: Ovidiu COVACI, Marius Robert GAZDA, Bogdan Ionuț NIGA, Andrei ENEA, Marina IOSUB, Alina TIRNOVAN
Format: Article
Language:English
Published: Alexandru Ioan Cuza University Press, Iasi, Romania 2023-11-01
Series:Present Environment and Sustainable Development
Subjects:
Online Access:https://pesd.ro/articole/nr.17/nr.2/pesd2023172003.pdf
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author Ovidiu COVACI
Marius Robert GAZDA
Bogdan Ionuț NIGA
Andrei ENEA
Marina IOSUB
Alina TIRNOVAN
author_facet Ovidiu COVACI
Marius Robert GAZDA
Bogdan Ionuț NIGA
Andrei ENEA
Marina IOSUB
Alina TIRNOVAN
author_sort Ovidiu COVACI
collection DOAJ
description One of the main concerns and challenges of applied hydrology is estimating the peak flood discharge for an ungauged river. The method currently used in case of rivers with small catchment areas (less than 5 km²) is the Rational Formula as it had been proposed by Diaconu (1994) using the updated values of runoff coefficients presented by Miță (2019). Taking full advantage of the tools offered by the GIS software for digitizing the spatial information of the parameters related to a river and its catchment, this paper, for the first time in literature, approaches the Rational method as it is presented by Diaconu and Miță (1997), by means of an automated method based on GIS infrastructure, which greatly increases the accuracy of the results while significantly reducing the time needed to determine the end result. Therefore, using ArcMap software, one can create the necessary raster images based on DTM (30 m resolution), CLC 2018 shapefile and soil shapefile, an automated geoprocessing workflow with the help of Model Builder for extracting the necessary parameters for the Rational Formula, which will then be integrated in a custom Excel workbook that will generate the magnitude and frequency of peak discharge at the point of interest using a log-Pearson Type III probability distribution. This method has been applied on the Romanian catchment area of Siret river, but it can be used on almost all small river basins in Romania, because the given parameters and coefficients have been determined for the entire territory.
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spelling doaj.art-fd80a9c811b545628d295476299888b12024-01-15T08:18:46ZengAlexandru Ioan Cuza University Press, Iasi, RomaniaPresent Environment and Sustainable Development2284-78202023-11-011723144https://doi.org/10.47743/pesd2023172003Automation of the Rational Formula using GIS infrastructure – Case study Siret River Basin - RomaniaOvidiu COVACI0Marius Robert GAZDA1Bogdan Ionuț NIGA2Andrei ENEA3https://orcid.org/0000-0002-8150-781XMarina IOSUB4https://orcid.org/0000-0001-5894-4555Alina TIRNOVAN5Siret Water Basin Administration, Bacău, RomaniaTechnical University “Gheorghe Asachi”, Iași, Romania“Ștefan cel Mare” University Suceava, RomaniaDepartment of Geography, Faculty of Geography and Geology, “Alexandru Ioan Cuza” University of Iasi”, Romania Department of Geography, Faculty of Geography and Geology, “Alexandru Ioan Cuza” University of Iasi”, Romania Siret Water Basin Administration, Bacău, RomaniaOne of the main concerns and challenges of applied hydrology is estimating the peak flood discharge for an ungauged river. The method currently used in case of rivers with small catchment areas (less than 5 km²) is the Rational Formula as it had been proposed by Diaconu (1994) using the updated values of runoff coefficients presented by Miță (2019). Taking full advantage of the tools offered by the GIS software for digitizing the spatial information of the parameters related to a river and its catchment, this paper, for the first time in literature, approaches the Rational method as it is presented by Diaconu and Miță (1997), by means of an automated method based on GIS infrastructure, which greatly increases the accuracy of the results while significantly reducing the time needed to determine the end result. Therefore, using ArcMap software, one can create the necessary raster images based on DTM (30 m resolution), CLC 2018 shapefile and soil shapefile, an automated geoprocessing workflow with the help of Model Builder for extracting the necessary parameters for the Rational Formula, which will then be integrated in a custom Excel workbook that will generate the magnitude and frequency of peak discharge at the point of interest using a log-Pearson Type III probability distribution. This method has been applied on the Romanian catchment area of Siret river, but it can be used on almost all small river basins in Romania, because the given parameters and coefficients have been determined for the entire territory.https://pesd.ro/articole/nr.17/nr.2/pesd2023172003.pdfrational formulamaximum dischargeautomationrunoff coefficient
spellingShingle Ovidiu COVACI
Marius Robert GAZDA
Bogdan Ionuț NIGA
Andrei ENEA
Marina IOSUB
Alina TIRNOVAN
Automation of the Rational Formula using GIS infrastructure – Case study Siret River Basin - Romania
Present Environment and Sustainable Development
rational formula
maximum discharge
automation
runoff coefficient
title Automation of the Rational Formula using GIS infrastructure – Case study Siret River Basin - Romania
title_full Automation of the Rational Formula using GIS infrastructure – Case study Siret River Basin - Romania
title_fullStr Automation of the Rational Formula using GIS infrastructure – Case study Siret River Basin - Romania
title_full_unstemmed Automation of the Rational Formula using GIS infrastructure – Case study Siret River Basin - Romania
title_short Automation of the Rational Formula using GIS infrastructure – Case study Siret River Basin - Romania
title_sort automation of the rational formula using gis infrastructure case study siret river basin romania
topic rational formula
maximum discharge
automation
runoff coefficient
url https://pesd.ro/articole/nr.17/nr.2/pesd2023172003.pdf
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