New Insights on Flood Mapping Procedure: Two Case Studies in Poland

The use of the Mike11 one-dimensional (1D) hydraulic model, together with official hydrology, represents a standard approach of the National Water Management Authority (NWMA) in Poland for flood mapping procedures. A different approach, based on the hydrological Event-Based Approach for Small and Un...

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Main Authors: Andrea Petroselli, Jacek Florek, Dariusz Młyński, Leszek Książek, Andrzej Wałęga
Format: Article
Language:English
Published: MDPI AG 2020-10-01
Series:Sustainability
Subjects:
Online Access:https://www.mdpi.com/2071-1050/12/20/8454
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spelling doaj-c4f746d570e14779ba2e6035e041b3ea2020-11-25T02:41:57ZengMDPI AGSustainability2071-10502020-10-01128454845410.3390/su12208454New Insights on Flood Mapping Procedure: Two Case Studies in PolandAndrea Petroselli0Jacek Florek1Dariusz Młyński2Leszek Książek3Andrzej Wałęga4Department of Economy, Engineering, Society and Business (DEIM), Tuscia University, Via San Camillo De Lellissnc, 01100 Viterbo, ItalyDepartment of Hydraulics Engineering and Geotechnics, University of Agriculture in Krakow, St. Mickiewicza 24–28, 30–059 Krakow, PolandDepartment of Sanitary Engineering and Water Management, University of Agriculture in Krakow, St. Mickiewicza 24–28, 30–059 Krakow, PolandDepartment of Hydraulics Engineering and Geotechnics, University of Agriculture in Krakow, St. Mickiewicza 24–28, 30–059 Krakow, PolandDepartment of Sanitary Engineering and Water Management, University of Agriculture in Krakow, St. Mickiewicza 24–28, 30–059 Krakow, PolandThe use of the Mike11 one-dimensional (1D) hydraulic model, together with official hydrology, represents a standard approach of the National Water Management Authority (NWMA) in Poland for flood mapping procedures. A different approach, based on the hydrological Event-Based Approach for Small and Ungauged Basins (EBA4SUB) model and the Flood-2 Dimensional (FLO-2D) hydraulic model has here been investigated as an alternative procedure. For the analysis, two mountainous rivers in Poland were selected: Kamienica Nawojowska is characterized by a narrow valley, while Skawinka has a broad valley. It was found that the flood zones can enormously differ locally, with larger zones generated by the Mike11/NWMA model in some cases and by the EBA4SUB/FLO-2D model in other situations. The benefits of using the two-dimensional (2D) model are consistent in areas without drainage and where the connection to the main channel is insufficient. The use of 1D modeling is preferred for the possibility of mapping the entire river network in a short computational time.https://www.mdpi.com/2071-1050/12/20/8454flood hazard zoneEBA4SUB modelFLO-2DMike11
collection DOAJ
language English
format Article
sources DOAJ
author Andrea Petroselli
Jacek Florek
Dariusz Młyński
Leszek Książek
Andrzej Wałęga
spellingShingle Andrea Petroselli
Jacek Florek
Dariusz Młyński
Leszek Książek
Andrzej Wałęga
New Insights on Flood Mapping Procedure: Two Case Studies in Poland
Sustainability
flood hazard zone
EBA4SUB model
FLO-2D
Mike11
author_facet Andrea Petroselli
Jacek Florek
Dariusz Młyński
Leszek Książek
Andrzej Wałęga
author_sort Andrea Petroselli
title New Insights on Flood Mapping Procedure: Two Case Studies in Poland
title_short New Insights on Flood Mapping Procedure: Two Case Studies in Poland
title_full New Insights on Flood Mapping Procedure: Two Case Studies in Poland
title_fullStr New Insights on Flood Mapping Procedure: Two Case Studies in Poland
title_full_unstemmed New Insights on Flood Mapping Procedure: Two Case Studies in Poland
title_sort new insights on flood mapping procedure: two case studies in poland
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2020-10-01
description The use of the Mike11 one-dimensional (1D) hydraulic model, together with official hydrology, represents a standard approach of the National Water Management Authority (NWMA) in Poland for flood mapping procedures. A different approach, based on the hydrological Event-Based Approach for Small and Ungauged Basins (EBA4SUB) model and the Flood-2 Dimensional (FLO-2D) hydraulic model has here been investigated as an alternative procedure. For the analysis, two mountainous rivers in Poland were selected: Kamienica Nawojowska is characterized by a narrow valley, while Skawinka has a broad valley. It was found that the flood zones can enormously differ locally, with larger zones generated by the Mike11/NWMA model in some cases and by the EBA4SUB/FLO-2D model in other situations. The benefits of using the two-dimensional (2D) model are consistent in areas without drainage and where the connection to the main channel is insufficient. The use of 1D modeling is preferred for the possibility of mapping the entire river network in a short computational time.
topic flood hazard zone
EBA4SUB model
FLO-2D
Mike11
url https://www.mdpi.com/2071-1050/12/20/8454
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