dc.contributor.author
Masoud, Milad H. Z.
dc.contributor.author
Basahi, Jalal M.
dc.contributor.author
Alqarawy, Abdulaziz
dc.contributor.author
Schneider, Michael
dc.contributor.author
Rajmohan, Natarajan
dc.contributor.author
Niyazi, Burhan A. M.
dc.contributor.author
Karthikeyan, Brindha
dc.date.accessioned
2024-05-15T12:02:48Z
dc.date.available
2024-05-15T12:02:48Z
dc.identifier.uri
https://refubium.fu-berlin.de/handle/fub188/43566
dc.identifier.uri
http://dx.doi.org/10.17169/refubium-43282
dc.description.abstract
A flash flood is one of the hazardous phenomena, especially in dry regions. In Saudi Arabia, Jazan Province experiences data scarcity especially historical hydrological data and a lack of studies related to flash flood analysis and the rainfall and runoff interrelationship. Thus, this research aims to study the rainfall-runoff inter-relation, predict flash floods, and to map the risk areas in Jazan Province by the geological, geomorphological, and hydrogeological characteristics along with digital elevation model (DEM), watershed modeling system (WMS) and HEC-HMS models. Jazan Province encompasses 25 drainage basins, receiving a considerable amount of rainfall (ranging from 100 to 500 mm) (August, October-November, March) which intermittently cause strong and destructive flash floods. The DEM was used for delineating the catchment (drainage basins) parameters. Physiographic parameters of the catchments have been analyzed for mapping the hazard degree of the flash flood strength. Further, basins with high hazard degrees of flash floods were selected to assess rainfall-runoff inter-relation using the HEC-HMS models, GIS, and morphometric parameters. Forty %, 8%, 52% of the study area are high, medium, and low hazard degrees of flash floods, respectively. The groundwater recharge in the study area was calculated through the integration of satellite image analysis, SWAT and GIS techniques and it ranges from 0.002 mm/km2/year to 8 mm/km2/year with an average of 2.5 mm/km2/year. Rainfall-runoff inter-relation of study basins, assessed based on the integration of WMS and HEC-HMS models, indicates that the resulting runoff volume ranges from 18.5 × 106 m3 to 473.1 × 106 m3 at a recurrence period of 5 and 100 years at rainfall events of 65 mm and 116.8 mm, respectively.
en
dc.format.extent
29 Seiten
dc.rights.uri
https://creativecommons.org/licenses/by/4.0/
dc.subject
Flash floods
en
dc.subject
HEC-HMS, watershed modeling system (WMS)
en
dc.subject
Saudi Arabia
en
dc.subject.ddc
500 Naturwissenschaften und Mathematik::550 Geowissenschaften, Geologie::550 Geowissenschaften
dc.title
Flash flood prediction in Southwest Saudi Arabia using GIS technique and surface water models
dc.type
Wissenschaftlicher Artikel
dcterms.bibliographicCitation.articlenumber
61
dcterms.bibliographicCitation.doi
10.1007/s13201-024-02117-2
dcterms.bibliographicCitation.journaltitle
Applied Water Science
dcterms.bibliographicCitation.number
3
dcterms.bibliographicCitation.volume
14
dcterms.bibliographicCitation.url
https://doi.org/10.1007/s13201-024-02117-2
refubium.affiliation
Geowissenschaften
refubium.affiliation.other
Institut für Geologische Wissenschaften / Fachrichtung Geochemie, Hydrogeologie, Mineralogie
refubium.resourceType.isindependentpub
no
dcterms.accessRights.openaire
open access
dcterms.isPartOf.eissn
2190-5495
refubium.resourceType.provider
WoS-Alert