Assessing Flood Occurrence and Modeling Impact of Urban Drainage Structure

This study evaluated the catchment and flood prone area by applying physical and numerical modeling. This described rainfall data and presented evidences of flooding based from extreme precipitation events. Mathematical models were derived using the definition of discharge and Manning’s formula whic...

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Main Authors: Raymundo Romero, Nelson Romero, Fe Romero, Jonjon Cronico
Format: Article
Language:English
Published: Pouyan Press 2020-07-01
Series:Computational Engineering and Physical Modeling
Subjects:
Online Access:http://www.jcepm.com/article_105897_339e65158a7e50d6a78dc2ccda7208e1.pdf
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spelling doaj-9c051ba68c634a058c83b78d3dcc22ce2021-06-07T04:44:40ZengPouyan PressComputational Engineering and Physical Modeling2588-69592588-69592020-07-013311110.22115/cepm.2020.221035.1090105897Assessing Flood Occurrence and Modeling Impact of Urban Drainage StructureRaymundo Romero0Nelson Romero1Fe Romero2Jonjon Cronico3Partido State University, Goa, Camarines Sur, PhilippinesPartido State University, Goa, Camarines Sur, PhilippinesPartido State University, Goa, Camarines Sur, PhilippinesPartido State University, Goa, Camarines Sur, PhilippinesThis study evaluated the catchment and flood prone area by applying physical and numerical modeling. This described rainfall data and presented evidences of flooding based from extreme precipitation events. Mathematical models were derived using the definition of discharge and Manning’s formula which finally were used to estimate the sufficiency of the river canal cross sectional area to transport great amount of water flow. Mt. Isarog, mountain ranges of Lagonoy and the low land area are the sources of flood water in Lagonoy River. The amount of daily precipitation is always insufficient to induce flooding except for a terrifying event that the area was heavily affected. The river canal cross sectional area is sufficient to accommodate flood water flow but the position of the moon which is indicating differences on river depth during full/new moon and first/third quartermoon, high tide and low tide, and with heavy and non-heavy rainfall.causes the flood while others are due to river bends, insufficient design of spillway and obstruction of irrigation waterway.http://www.jcepm.com/article_105897_339e65158a7e50d6a78dc2ccda7208e1.pdfflooddrainage structuremodeling impactextreme precipitation
collection DOAJ
language English
format Article
sources DOAJ
author Raymundo Romero
Nelson Romero
Fe Romero
Jonjon Cronico
spellingShingle Raymundo Romero
Nelson Romero
Fe Romero
Jonjon Cronico
Assessing Flood Occurrence and Modeling Impact of Urban Drainage Structure
Computational Engineering and Physical Modeling
flood
drainage structure
modeling impact
extreme precipitation
author_facet Raymundo Romero
Nelson Romero
Fe Romero
Jonjon Cronico
author_sort Raymundo Romero
title Assessing Flood Occurrence and Modeling Impact of Urban Drainage Structure
title_short Assessing Flood Occurrence and Modeling Impact of Urban Drainage Structure
title_full Assessing Flood Occurrence and Modeling Impact of Urban Drainage Structure
title_fullStr Assessing Flood Occurrence and Modeling Impact of Urban Drainage Structure
title_full_unstemmed Assessing Flood Occurrence and Modeling Impact of Urban Drainage Structure
title_sort assessing flood occurrence and modeling impact of urban drainage structure
publisher Pouyan Press
series Computational Engineering and Physical Modeling
issn 2588-6959
2588-6959
publishDate 2020-07-01
description This study evaluated the catchment and flood prone area by applying physical and numerical modeling. This described rainfall data and presented evidences of flooding based from extreme precipitation events. Mathematical models were derived using the definition of discharge and Manning’s formula which finally were used to estimate the sufficiency of the river canal cross sectional area to transport great amount of water flow. Mt. Isarog, mountain ranges of Lagonoy and the low land area are the sources of flood water in Lagonoy River. The amount of daily precipitation is always insufficient to induce flooding except for a terrifying event that the area was heavily affected. The river canal cross sectional area is sufficient to accommodate flood water flow but the position of the moon which is indicating differences on river depth during full/new moon and first/third quartermoon, high tide and low tide, and with heavy and non-heavy rainfall.causes the flood while others are due to river bends, insufficient design of spillway and obstruction of irrigation waterway.
topic flood
drainage structure
modeling impact
extreme precipitation
url http://www.jcepm.com/article_105897_339e65158a7e50d6a78dc2ccda7208e1.pdf
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