Search In this Thesis
   Search In this Thesis  
العنوان
Three-dimensional numerical study of submerged spatial hydraulic jumps /
الناشر
Ahmed Safaa Foda ,
المؤلف
Ahmed Safaa Foda
هيئة الاعداد
باحث / Ahmed Safaa Foda
مشرف / Abdallah S. Bazaraa
مشرف / Yehya E. Imam
مناقش / Ashraf H. Moheb
مناقش / Abdelkawy A. Khalifa
تاريخ النشر
2019
عدد الصفحات
69 P. :
اللغة
الإنجليزية
الدرجة
الدكتوراه
التخصص
الهندسة المدنية والإنشائية
الناشر
Ahmed Safaa Foda ,
تاريخ الإجازة
3/11/2019
مكان الإجازة
جامعة القاهرة - كلية الهندسة - Irrigation and Hydraulics Engineering
الفهرس
Only 14 pages are availabe for public view

from 91

from 91

Abstract

A three-dimensional numerical model was applied to simulate submerged spatial hydraulic jumps (SSHJ) downstream of a symmetric vent that discharges into a wider channel. Simulations were carried out for different aspect ratios of the vent, expansion ratios of vent width to downstream channel width, tailwater depth, and inlet Froude number. Depending on these factors, simulations indicated the formation of steady asymmetric SSHJ, oscillatory asymmetric SSHJ, and steady symmetric SSHJ, consistent with results of previous experimental studies. The model reproduced observed depth downstream of vent, jump length, and velocity profiles along channel centerline for steady symmetric SSHJ. For oscillatory asymmetric SSHJ, simulated oscillation frequencies had corresponding Strouhal numbers that varied with expansion ratio and ranged between 0.003 and 0.015. With piers downstream of the vent, oscillatory SSHJ continued to exhibit jet deflections when pier length was relatively short ({u2272}0.2 of jump length) but became steady asymmetric for longer piers. Numerical simulations with end sill downstream of the vent were conducted. End sill proved to be an efficient tool in stabilizing oscillatory SSHJ and reducing jump roller length