SUST Repository

Flood Water Analysis Using LiDAR DEMs Study Area (Sudan - Khartoum- Azozab)

Show simple item record

dc.contributor.author Siddiq, Fatma Ibrahim Abdelmoutalib
dc.contributor.author Supervisor, - Dieter Fritsch
dc.date.accessioned 2023-02-02T07:45:43Z
dc.date.available 2023-02-02T07:45:43Z
dc.date.issued 2022-09-01
dc.identifier.citation Siddiq, Fatma Ibrahim Abdelmoutalib.Flood Water Analysis Using LiDAR DEMs Study Area (Sudan - Khartoum- Azozab)\Fatma Ibrahim Abdelmoutalib Siddiq;Dieter Fritsch.-Khartoum:Sudan University of Science and Technology,College of Computer Science and Information Technology,2022.-179p.:ill.;28cm.-Ph.D. en_US
dc.identifier.uri https://repository.sustech.edu/handle/123456789/28041
dc.description Thesis en_US
dc.description.abstract Flood is the deadliest type of severe weather. A flood is an overflow of water that submerges land that is usually dry. Floods can also come on quickly or build gradually. It is a well-known fact that the use of Geographic Information Systems (GIS) and Remote Sensing in Water Management is very helpful. This research was conducted in “Azozab”, Khartoum statement, Sudan. Azozab is used to be exposed to severe floods frequently and the last incident of flood was in August 2020. The materials used for this research were Light Detection And Ranging (LiDAR DEM 1, 2020), aerial photograph 2018 with spatial resolution 0.3 m, a polylines shapefile containing flood extent lines in 1946, 1988, an existing protection bank, and field-collected GPS point coordinates. These materials were processed using ArcGIS 10.2 and Archydro to produce a 3-meters vertical interval contour map, 3D coordinates (X, Y, Z) of each of the flood extent lines 1946, 1988, and the existing protection bank, and the drainage system of the study area. The point coordinates of the mentioned lines were plotted as graphs. It was found that the flood line 1946 is 4.59 km long, flood line 1988 is 4.57 km long, and the protection bank is 3.5 km long, therefore, the protection bank should be extended so that its length becomes equal to the length of 1946 flood line, i.e. to be extended by 1.09 Km. Furthremore, the elevations of the protection bank were found lower than the elevations of the higher flood line (1946 ) for a distance of 3.060 km. This distance represents the length of the protection bank that requires increasing its elevations (i.e. the construction of a higher embankment). It was found that the average height increment of the protection bank embankment wall equals 1.37 m approximately. It was found that (11) services such as mosques, education, health and other services are located inside the flood extent line of 1946, thus they were affected by flood. Also, (8) educational services were threatened by flood, because they are located in the vicinity of (i.e. located within 200 meters away from) the 1946 flood extent line. en_US
dc.description.sponsorship Sudan University of Sciences and Technolog en_US
dc.language.iso en en_US
dc.publisher Sudan University of Science and Technology en_US
dc.subject Water Analysis en_US
dc.subject LiDAR DEMs en_US
dc.title Flood Water Analysis Using LiDAR DEMs Study Area (Sudan - Khartoum- Azozab) en_US
dc.title.alternative تحليل الفيضان بإستخدام نموذج الإرتفاعات الرقمي المنتج عن طريق كشف الضوء والمدى منطقة الدراسة (السودان-الخرطوم-العزوزاب) en_US
dc.type Thesis en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record

Share

Search SUST


Browse

My Account