Discharge Equation for Proposed Self-cleaning Device
To minimize the sedimentation problems upstream of weirs and to increase the capacity and accuracy of these devices, a combination of a V-notch weir and a rectangular sluice gate was proposed and studied experimentally. Different models with different geometric combinations were tested. These geomet...
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doaj-40f8dd57d0d749e7b4dfb243f14433b22020-11-25T02:47:16ZengElsevierJournal of King Saud University: Engineering Sciences1018-36391997-01-01911323Discharge Equation for Proposed Self-cleaning DeviceA.A. Alhamid0Abdel-Azim M. Negm1A.M. Al-Brahim2Civil Engineering Department, College of Engineering, King Saud University, Riyadh, Saudi Arabia;Water and Water Structures Engineering Department, Faculty of Enginering, Zagazig University, Zagazig, EgyptCivil Engineering Department, College of Engineering, King Saud University, Riyadh, Saudi Arabia;To minimize the sedimentation problems upstream of weirs and to increase the capacity and accuracy of these devices, a combination of a V-notch weir and a rectangular sluice gate was proposed and studied experimentally. Different models with different geometric combinations were tested. These geometries include, gate opening, gate length and V-notch angle. Experiments were conducted for free gate flow (unsubmerged) conditions on horizontal and sloping channels. Results showed that flow passes through the device is affected by the device geometry and the flow parameters. Semi-empirical discharge equation was developed. The equation represents the collected experimental data well with an absolute error less than 4%.http://www.sciencedirect.com/science/article/pii/S1018363918306640 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
A.A. Alhamid Abdel-Azim M. Negm A.M. Al-Brahim |
spellingShingle |
A.A. Alhamid Abdel-Azim M. Negm A.M. Al-Brahim Discharge Equation for Proposed Self-cleaning Device Journal of King Saud University: Engineering Sciences |
author_facet |
A.A. Alhamid Abdel-Azim M. Negm A.M. Al-Brahim |
author_sort |
A.A. Alhamid |
title |
Discharge Equation for Proposed Self-cleaning Device |
title_short |
Discharge Equation for Proposed Self-cleaning Device |
title_full |
Discharge Equation for Proposed Self-cleaning Device |
title_fullStr |
Discharge Equation for Proposed Self-cleaning Device |
title_full_unstemmed |
Discharge Equation for Proposed Self-cleaning Device |
title_sort |
discharge equation for proposed self-cleaning device |
publisher |
Elsevier |
series |
Journal of King Saud University: Engineering Sciences |
issn |
1018-3639 |
publishDate |
1997-01-01 |
description |
To minimize the sedimentation problems upstream of weirs and to increase the capacity and accuracy of these devices, a combination of a V-notch weir and a rectangular sluice gate was proposed and studied experimentally. Different models with different geometric combinations were tested. These geometries include, gate opening, gate length and V-notch angle. Experiments were conducted for free gate flow (unsubmerged) conditions on horizontal and sloping channels. Results showed that flow passes through the device is affected by the device geometry and the flow parameters. Semi-empirical discharge equation was developed. The equation represents the collected experimental data well with an absolute error less than 4%. |
url |
http://www.sciencedirect.com/science/article/pii/S1018363918306640 |
work_keys_str_mv |
AT aaalhamid dischargeequationforproposedselfcleaningdevice AT abdelazimmnegm dischargeequationforproposedselfcleaningdevice AT amalbrahim dischargeequationforproposedselfcleaningdevice |
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