Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/10958
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Savvidou, Eleni | - |
dc.contributor.author | Efstratiadis, Andreas | - |
dc.contributor.author | Koussis, Antonis D. | - |
dc.contributor.author | Koukouvinos, Antonis | - |
dc.contributor.author | Skarlatos, Dimitrios | - |
dc.date.accessioned | 2018-04-20T05:22:48Z | - |
dc.date.available | 2018-04-20T05:22:48Z | - |
dc.date.issued | 2018-02-11 | - |
dc.identifier.citation | Water, 2018, vol. 10, no. 2 | en_US |
dc.identifier.issn | 20734441 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/10958 | - |
dc.description.abstract | In this paper, a new methodology for delineating Hydrological Response Units (HRUs), based on the Curve Number (CN) concept, is presented. Initially, a semi-automatic procedure in a GIS environment is used to produce basin maps of distributed CN values as the product of the three classified layers, soil permeability, land use/land cover characteristics and drainage capacity. The map of CN values is used in the context of model parameterization, in order to identify the essential number and spatial extent of HRUs and, consequently, the number of control variables of the calibration problem. The new approach aims at reducing the subjectivity introduced by the definition of HRUs and providing parsimonious modelling schemes. In particular, the CN-based parameterization (1) allows the user to assign as many parameters as can be supported by the available hydrological information, (2) associates the model parameters with anticipated basin responses, as quantified in terms of CN classes across HRUs, and (3) reduces the effort for model calibration, simultaneously ensuring good predictive capacity. The advantages of the proposed approach are demonstrated in the hydrological simulation of the Nedontas River Basin, Greece, where parameterizations of different complexities are employed in a recently improved version of the HYDROGEIOS model. A modelling experiment with a varying number of HRUs, where the parameter estimation problem was handled through automatic optimization, showed that the parameterization with three HRUs, i.e., equal to the number of flow records, ensured the optimal performance. Similarly, tests with alternative HRU configurations confirmed that the optimal scores, both in calibration and validation, were achieved by the CN-based approach, also resulting in parameters values across the HRUs that were in agreement with their physical interpretation. | en_US |
dc.format | en_US | |
dc.language.iso | en | en_US |
dc.relation.ispartof | Water | en_US |
dc.rights | © This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license | en_US |
dc.subject | Calibration | en_US |
dc.subject | Curve number | en_US |
dc.subject | Distributed hydrological modelling | en_US |
dc.subject | GIS | en_US |
dc.subject | HYDROGEIOS modeling framework | en_US |
dc.subject | Hydrological response units | en_US |
dc.subject | Parameterization | en_US |
dc.title | The curve number concept as a driver for delineating Hydrological Response Units | en_US |
dc.type | Article | en_US |
dc.collaboration | Cyprus University of Technology | en_US |
dc.collaboration | National Technical University Of Athens | en_US |
dc.collaboration | National Observatory of Athens | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.journals | Open Access | en_US |
dc.country | Cyprus | en_US |
dc.country | Greece | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.identifier.doi | 10.3390/w10020194 | en_US |
dc.relation.issue | 2 | en_US |
dc.relation.volume | 10 | en_US |
cut.common.academicyear | 2017-2018 | en_US |
item.grantfulltext | open | - |
item.openairecristype | http://purl.org/coar/resource_type/c_6501 | - |
item.fulltext | With Fulltext | - |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
item.openairetype | article | - |
crisitem.journal.journalissn | 2073-4441 | - |
crisitem.journal.publisher | MDPI | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0002-2732-4780 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Appears in Collections: | Άρθρα/Articles |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
water-10-00194.pdf | Fulltext | 14.88 MB | Adobe PDF | View/Open |
CORE Recommender
SCOPUSTM
Citations
17
checked on Nov 9, 2023
WEB OF SCIENCETM
Citations
50
12
Last Week
0
0
Last month
0
0
checked on Oct 29, 2023
Page view(s) 50
433
Last Week
0
0
Last month
5
5
checked on Dec 22, 2024
Download(s)
129
checked on Dec 22, 2024
Google ScholarTM
Check
Altmetric
Items in KTISIS are protected by copyright, with all rights reserved, unless otherwise indicated.