Behavior of a Fully-Looped Drainage Network and the Corresponding Dendritic Networks

Hydraulic and hydrologic analysis in urban catchments is typically accompanied by a number of uncertainties, such as a lack of required information for modeling purposes or complex loops inside a drainage network. In this article, Gibbs’ stochastic network model is utilized in order to achieve a den...

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Main Authors: Yongwon Seo, Young-Ho Seo, Young-Oh Kim
Format: Article
Language:English
Published: MDPI AG 2015-03-01
Series:Water
Subjects:
Online Access:http://www.mdpi.com/2073-4441/7/3/1291
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spelling doaj-98de17eb8c0d465ba9774dfd6e6b84e12020-11-24T23:26:24ZengMDPI AGWater2073-44412015-03-01731291130510.3390/w7031291w7031291Behavior of a Fully-Looped Drainage Network and the Corresponding Dendritic NetworksYongwon Seo0Young-Ho Seo1Young-Oh Kim2Department of Civil Engineering, Yeungnam University, 280 Daehak-ro, Gyeongsan 712-749, KoreaDepartment of Civil and Environmental Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 151-742, KoreaDepartment of Civil and Environmental Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 151-742, KoreaHydraulic and hydrologic analysis in urban catchments is typically accompanied by a number of uncertainties, such as a lack of required information for modeling purposes or complex loops inside a drainage network. In this article, Gibbs’ stochastic network model is utilized in order to achieve a dendritic network that corresponds to a fully looped network in terms of the peak of the runoff hydrograph at the outlet. A synthetic catchment with a drainage network composed of 8 × 8 grids is introduced to investigate the behavior of a fully looped network for a given rainfall event using the Storm Water Management Model. Dendritic networks are generated from the Gibbsian model for a given value of the parameter, β. The results showed that the shape of the hydrograph and the peak flow of a fully looped network are heavily dependent on the catchment slope. Moreover, the results showed that it is possible to find the corresponding dendritic networks generated by the Gibbsian model that match the fully looped network depending on the catchment slope in terms of peak flows. The results of this study imply the potential improvement of drainage network analysis providing a relationship between the catchment slope of a fully looped network and the corresponding dendritic network generated by the Gibbsian model.http://www.mdpi.com/2073-4441/7/3/1291The Gibbsian modelfully looped networkdendritic networkdrainage networkStorm Water Management Model (SWMM)
collection DOAJ
language English
format Article
sources DOAJ
author Yongwon Seo
Young-Ho Seo
Young-Oh Kim
spellingShingle Yongwon Seo
Young-Ho Seo
Young-Oh Kim
Behavior of a Fully-Looped Drainage Network and the Corresponding Dendritic Networks
Water
The Gibbsian model
fully looped network
dendritic network
drainage network
Storm Water Management Model (SWMM)
author_facet Yongwon Seo
Young-Ho Seo
Young-Oh Kim
author_sort Yongwon Seo
title Behavior of a Fully-Looped Drainage Network and the Corresponding Dendritic Networks
title_short Behavior of a Fully-Looped Drainage Network and the Corresponding Dendritic Networks
title_full Behavior of a Fully-Looped Drainage Network and the Corresponding Dendritic Networks
title_fullStr Behavior of a Fully-Looped Drainage Network and the Corresponding Dendritic Networks
title_full_unstemmed Behavior of a Fully-Looped Drainage Network and the Corresponding Dendritic Networks
title_sort behavior of a fully-looped drainage network and the corresponding dendritic networks
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2015-03-01
description Hydraulic and hydrologic analysis in urban catchments is typically accompanied by a number of uncertainties, such as a lack of required information for modeling purposes or complex loops inside a drainage network. In this article, Gibbs’ stochastic network model is utilized in order to achieve a dendritic network that corresponds to a fully looped network in terms of the peak of the runoff hydrograph at the outlet. A synthetic catchment with a drainage network composed of 8 × 8 grids is introduced to investigate the behavior of a fully looped network for a given rainfall event using the Storm Water Management Model. Dendritic networks are generated from the Gibbsian model for a given value of the parameter, β. The results showed that the shape of the hydrograph and the peak flow of a fully looped network are heavily dependent on the catchment slope. Moreover, the results showed that it is possible to find the corresponding dendritic networks generated by the Gibbsian model that match the fully looped network depending on the catchment slope in terms of peak flows. The results of this study imply the potential improvement of drainage network analysis providing a relationship between the catchment slope of a fully looped network and the corresponding dendritic network generated by the Gibbsian model.
topic The Gibbsian model
fully looped network
dendritic network
drainage network
Storm Water Management Model (SWMM)
url http://www.mdpi.com/2073-4441/7/3/1291
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