محمد محمود محمد ابراهيم
أستاذ
Pilot Study Based on Employing New Bed Material To Reduce Scour downstream Hydraulic Structures
Al-Azhar University Civil Engineering Research Magazine • 2021
معلومات البحث
المؤلفون
Ibrahim M.M., Helmy A.,Alafrawi M.A., El-Hazek A.N.
الكلمات المفتاحية
scour, hydraulic jump, silica fume, discharge, hydraulic structures.
المجلة العلمية
Al-Azhar University Civil Engineering Research Magazine
الناشر
Al-Azhar University
المجلد
43
العدد
2
الصفحات
272-284
publication.type
Local
رابط البحث
Not Available
المواد المرفقة
Not Available
الملخص
Scour is very critical, a natural phenomenon that affects the stability of the hydraulic structure in Egypt such as barrages, spillways due to its erosive effects on the structural elements such as piers, gates, and bed material of the water channel. Several studies focused on using different methods to minimize scour effect such as end sills, corrugated apron, and employing recycled material and used it as bed material. In this experimental study, using silica fume with fine sand as a bed material seemed to be very effective in reducing scour downstream sluice gate. A laboratory flume inthe Faculty of Engineering, Al-Azhar University, Egypt was used as a simulation of water flow through a hydraulic structure with a gate. Several parameters were studied such as the effect of scour in case of changing the value of discharge ( 22, 24, and 29 L/sec), tailwater‘s depth (18, 20, and 22 cm), the percentages of silica fume added to fine sand (0, 1, 5, and 10%) in addition to the type of mixture (with water and without water).72 experimental runs were performed and the scour was measured after each attempt. The results showed that increasing the percentage of silica fume has an effective role in minimizing the scour in the case of adding water to the mixture of sand and silica fume. Also, increasing the discharge and decreasing the tailwater‘s depth increased the scour that occurred downstream the sluice gate.
