Computational fluid dynamics modeling of flow over stepped spillway

العناوين الأخرى

نمذجة ديناميكية الموائع الحسابية للجريان فوق المسيل المائي المدرج

عدد الاستشهادات بقاعدة ارسيف : 
1

المؤلفون المشاركون

Razzuqi, Rad Hubi
Amin, Afnan Salah
Muhammad, Jawhar Rashid

المصدر

Tikrit Journal of Engineering Sciences

العدد

المجلد 23، العدد 3 (30 سبتمبر/أيلول 2016)، ص ص. 1-11، 11ص.

الناشر

جامعة تكريت كلية الهندسة

تاريخ النشر

2016-09-30

دولة النشر

العراق

عدد الصفحات

11

التخصصات الرئيسية

الهندسة الميكانيكية

الملخص EN

In present paper, the computational fluid dynamics (CFD- program Flow-3D) was used to analyze and study the characteristics of flow energy dissipation over stepped spillways.

Three different spillway heights (Ps) (15, 20 and 25cm) were used.

For each one of these models, three numbers of steps (N) (5, 10 and 25) and three spillway slopes (S) (0.5, 1 and 1.25) were used.

Eight different discharges ranging (600-8500cm³/s) were passed over each one of these models, therefore the total runs of this study are 216.

The energy dissipation over these models and the pressure distribution on the horizontal and vertical step faces over some models were studied.

For verification purpose of the (CFD) program, the experimental work was conducted on four models of stepped spillway and five different discharges were passed over each model.

The magnitude of dissipated energy on models was compared with results of numerical program under same conditions.

The comparison showed good agreement between them with standard percentage error ranging between (-2.01 - 11.13%).

Thus, the program Flow-3D is a reasonable numerical program which can be used in this study.

Results showed that the energy dissipation increases with increased spillway height and decreased number of steps and spillway slope.

Also, the energy dissipation decreases with increasing the flow rate.

An empirical equation for measuring the energy dissipation was derived using the dimensional analysis.

The coefficient of determination of this equation (R^2) equals 0.766.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Razzuqi, Rad Hubi& Muhammad, Jawhar Rashid& Amin, Afnan Salah. 2016. Computational fluid dynamics modeling of flow over stepped spillway. Tikrit Journal of Engineering Sciences،Vol. 23, no. 3, pp.1-11.
https://search.emarefa.net/detail/BIM-946103

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Razzuqi, Rad Hubi…[et al.]. Computational fluid dynamics modeling of flow over stepped spillway. Tikrit Journal of Engineering Sciences Vol. 23, no. 3 (2016), pp.1-11.
https://search.emarefa.net/detail/BIM-946103

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Razzuqi, Rad Hubi& Muhammad, Jawhar Rashid& Amin, Afnan Salah. Computational fluid dynamics modeling of flow over stepped spillway. Tikrit Journal of Engineering Sciences. 2016. Vol. 23, no. 3, pp.1-11.
https://search.emarefa.net/detail/BIM-946103

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

رقم السجل

BIM-946103