Remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the Wadi Qus (east of Jeddah) Kingdom of Saudi Arabia

On November 25, 2009, heavy amount of rainfall precipitated in the city of Jeddah that led to floods causing unexpected loss of life (113 person died), and damaged public and private properties (10,000 cars were damaged/destroyed, and many houses, roads, highways, and industrial properties were also...

Full description

Bibliographic Details
Main Authors: Youssef, Ahmed M., Pradhan, Biswajeet, Sefry, Saleh A.
Format: Article
Language:English
Published: Springer 2015
Online Access:http://psasir.upm.edu.my/id/eprint/46147/
http://psasir.upm.edu.my/id/eprint/46147/1/Remote%20sensing-based%20studies%20coupled%20with%20field%20data%20reveal%20urgent%20solutions%20to%20avert%20the%20risk%20of%20flash%20floods%20in%20the%20Wadi%20Qus%20%28east%20of%20Jeddah%29%20Kingdom%20of%20Saudi%20Arabia.pdf
_version_ 1848850604312494080
author Youssef, Ahmed M.
Pradhan, Biswajeet
Sefry, Saleh A.
author_facet Youssef, Ahmed M.
Pradhan, Biswajeet
Sefry, Saleh A.
author_sort Youssef, Ahmed M.
building UPM Institutional Repository
collection Online Access
description On November 25, 2009, heavy amount of rainfall precipitated in the city of Jeddah that led to floods causing unexpected loss of life (113 person died), and damaged public and private properties (10,000 cars were damaged/destroyed, and many houses, roads, highways, and industrial properties were also affected). The city of Jeddah is located within an independent mega drainage basin with a surface area of 1,760 km2. This mega basin is divided into three major sub-basins (northern, middle, and southern). Wadi Qus is located in the southern sub-basin with an area of ~63 km2. It passes through many of the neighborhoods such as Al-Harazat, Al-Sawaid, Queza, Al-Mesaid, Al-Haramin Highway, and the King Abdel Aziz University. These areas were severely damaged during the flash flood event in 2009. The current study deals with the determination of the best sites for the construction of flood control dams, followed by a number of detailed studies to ensure that these selected sites are appropriate. Geological, geotechnical, geophysical, and hydrological investigations were conducted to identify the types of rocks, the subsurface conditions, and the geotechnical properties of abutment and subsurface of soil and rock in the dam sites. The study found that there are three locations that can be appropriate for the construction of the flood control dams at Wadi Qus. Hydrological studies indicated that the runoff volumes for sub-basins B1, B2, and B3 are 2,102,709, 1,023,156, and 4,868,304 m3, respectively, for 500-year return period and 2,356,081, 1,149,687, and 5,451,123 m3, respectively, for 1,000-year return period. Comparing these values with the reservoir volumes calculated from the detailed ground survey with different dam’s height, it was found that dam’s heights of 15.5, 11.5, and 13.5 m for dams Q01, Q02, and Q03, respectively, are adequate for different basin volumes for 1,000-year return periods. Finally, the conceptual designs have been prepared and recommended for these dams.
first_indexed 2025-11-15T10:08:56Z
format Article
id upm-46147
institution Universiti Putra Malaysia
institution_category Local University
language English
last_indexed 2025-11-15T10:08:56Z
publishDate 2015
publisher Springer
recordtype eprints
repository_type Digital Repository
spelling upm-461472018-05-03T01:55:57Z http://psasir.upm.edu.my/id/eprint/46147/ Remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the Wadi Qus (east of Jeddah) Kingdom of Saudi Arabia Youssef, Ahmed M. Pradhan, Biswajeet Sefry, Saleh A. On November 25, 2009, heavy amount of rainfall precipitated in the city of Jeddah that led to floods causing unexpected loss of life (113 person died), and damaged public and private properties (10,000 cars were damaged/destroyed, and many houses, roads, highways, and industrial properties were also affected). The city of Jeddah is located within an independent mega drainage basin with a surface area of 1,760 km2. This mega basin is divided into three major sub-basins (northern, middle, and southern). Wadi Qus is located in the southern sub-basin with an area of ~63 km2. It passes through many of the neighborhoods such as Al-Harazat, Al-Sawaid, Queza, Al-Mesaid, Al-Haramin Highway, and the King Abdel Aziz University. These areas were severely damaged during the flash flood event in 2009. The current study deals with the determination of the best sites for the construction of flood control dams, followed by a number of detailed studies to ensure that these selected sites are appropriate. Geological, geotechnical, geophysical, and hydrological investigations were conducted to identify the types of rocks, the subsurface conditions, and the geotechnical properties of abutment and subsurface of soil and rock in the dam sites. The study found that there are three locations that can be appropriate for the construction of the flood control dams at Wadi Qus. Hydrological studies indicated that the runoff volumes for sub-basins B1, B2, and B3 are 2,102,709, 1,023,156, and 4,868,304 m3, respectively, for 500-year return period and 2,356,081, 1,149,687, and 5,451,123 m3, respectively, for 1,000-year return period. Comparing these values with the reservoir volumes calculated from the detailed ground survey with different dam’s height, it was found that dam’s heights of 15.5, 11.5, and 13.5 m for dams Q01, Q02, and Q03, respectively, are adequate for different basin volumes for 1,000-year return periods. Finally, the conceptual designs have been prepared and recommended for these dams. Springer 2015 Article PeerReviewed text en http://psasir.upm.edu.my/id/eprint/46147/1/Remote%20sensing-based%20studies%20coupled%20with%20field%20data%20reveal%20urgent%20solutions%20to%20avert%20the%20risk%20of%20flash%20floods%20in%20the%20Wadi%20Qus%20%28east%20of%20Jeddah%29%20Kingdom%20of%20Saudi%20Arabia.pdf Youssef, Ahmed M. and Pradhan, Biswajeet and Sefry, Saleh A. (2015) Remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the Wadi Qus (east of Jeddah) Kingdom of Saudi Arabia. Natural Hazards, 75 (2). pp. 1465-1488. ISSN 0921-030X; ESSN: 1573-0840 http://link.springer.com/journal/11069 10.1007/s11069-014-1383-1
spellingShingle Youssef, Ahmed M.
Pradhan, Biswajeet
Sefry, Saleh A.
Remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the Wadi Qus (east of Jeddah) Kingdom of Saudi Arabia
title Remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the Wadi Qus (east of Jeddah) Kingdom of Saudi Arabia
title_full Remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the Wadi Qus (east of Jeddah) Kingdom of Saudi Arabia
title_fullStr Remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the Wadi Qus (east of Jeddah) Kingdom of Saudi Arabia
title_full_unstemmed Remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the Wadi Qus (east of Jeddah) Kingdom of Saudi Arabia
title_short Remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the Wadi Qus (east of Jeddah) Kingdom of Saudi Arabia
title_sort remote sensing-based studies coupled with field data reveal urgent solutions to avert the risk of flash floods in the wadi qus (east of jeddah) kingdom of saudi arabia
url http://psasir.upm.edu.my/id/eprint/46147/
http://psasir.upm.edu.my/id/eprint/46147/
http://psasir.upm.edu.my/id/eprint/46147/
http://psasir.upm.edu.my/id/eprint/46147/1/Remote%20sensing-based%20studies%20coupled%20with%20field%20data%20reveal%20urgent%20solutions%20to%20avert%20the%20risk%20of%20flash%20floods%20in%20the%20Wadi%20Qus%20%28east%20of%20Jeddah%29%20Kingdom%20of%20Saudi%20Arabia.pdf