A hydrodynamic model for simulation of unsteady flow in storm sewer network systems
Other Title(s)
نموذج هيدروداينميكي للجريان غير الثابت في شبكات مياه الأمطار
Parallel Title
نموذج هيدروداينميكي للجريان غير الثابت في شبكات مياه الأمطار
Joint Authors
Maatoq, Jafar S.
Rida, Jasim M.
al-Jumayli, Karim Khalaf
Source
Engineering and Technology Journal
Issue
Vol. 27, Issue 09 (31 Jul. 2009), pp.1721-1735, 15 p.
Publisher
Publication Date
2009-07-31
Country of Publication
Iraq
No. of Pages
15
Main Subjects
Engineering & Technology Sciences (Multidisciplinary)
Topics
Abstract AR
في هذه الدراسة تم تطوير نموذج باستخدام الفروقات المحددة لحالة الجريان غير الثابت في شبكات المجاري باعتماد شبكتي الربط من نوع الشجرة (Tree-Type) و من النوع المتصل (Type-Loope).
تم اختيار فرضية Prissmannو ذلك باعتماد أسلوب الشق slot في القناة المغلقة للآخذ بالاعتبار حالات الجريانات الفائضة (Surcharged conditions).
و لاختبار الأسقراريه و الدقة تم اختيار طريقة الشبكة المتعاقبة Link-node، و قد بينت النتائج المستحصلة بأن النموذج المستنبط في هذه الدراسة يمتلك موثوقية عملية و لأشكال مختلفة من الشبكات.
كذلك أظهرت النتائج توافقا عند مقارنتها مع دراسات سابقة.
Abstract EN
In this work, a hydrodynamic numerical model for sewer networks has been developed, Unsteady flow in either tree-type or looped sewer networks systems has been simulated, The Prissmann slot assumption is adopted to extend open channel flow equations to closed conduits under surcharged conditions.
The link-node concept with a staggered grid, fully implicit scheme is developed to improve the stability and accuracy of the computation.
The model capable to reduce the order of the sparse matrix equations this has been achieved by treating the sewers of same diameter that connecting at a node with no lateral branching as a superlink, and the ends of the superlinks are defined as superjunctions so that considerable savings in computational effort is achieved.
The numerical experiments show that the model is robust and reliable for different configurations of storm sewer networks and gives consistent results under different grid setups.
Also, The experiments show an agreement with the results of few published studies.
American Psychological Association (APA)
al-Jumayli, Karim Khalaf& Maatoq, Jafar S.& Rida, Jasim M.. 2009. A hydrodynamic model for simulation of unsteady flow in storm sewer network systems. Engineering and Technology Journal،Vol. 27, no. 09, pp.1721-1735.
https://search.emarefa.net/detail/BIM-48663
Modern Language Association (MLA)
al-Jumayli, Karim Khalaf…[et al.]. A hydrodynamic model for simulation of unsteady flow in storm sewer network systems. Engineering and Technology Journal Vol. 27, no. 09 (2009), pp.1721-1735.
https://search.emarefa.net/detail/BIM-48663
American Medical Association (AMA)
al-Jumayli, Karim Khalaf& Maatoq, Jafar S.& Rida, Jasim M.. A hydrodynamic model for simulation of unsteady flow in storm sewer network systems. Engineering and Technology Journal. 2009. Vol. 27, no. 09, pp.1721-1735.
https://search.emarefa.net/detail/BIM-48663
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 1728
Record ID
BIM-48663