دورية أكاديمية

Bridge Abutment Protection against Scouring for Unsteady Flow Conditions

التفاصيل البيبلوغرافية
العنوان: Bridge Abutment Protection against Scouring for Unsteady Flow Conditions
المؤلفون: Khajavi, Maryam, Kashefipour, Seyed Mahmood, Shafai Bejestan, Mahmood
المصدر: Periodica Polytechnica Civil Engineering; Vol. 66 No. 1 (2022); 310-322 ; 1587-3773 ; 0553-6626
بيانات النشر: Budapest University of Technology and Economics
سنة النشر: 2021
المجموعة: Periodica Polytechnica (Budapest University of Technology and Economics)
مصطلحات موضوعية: bridge abutment stability, permeable and non-permeable spur dikes, local scour, riverbank protection, unsteady flow conditions
الوصف: The bridge abutment is one of the main parts of a bridge and significantly contributes to bridge stability. This study experimentally investigated the effect of the unsteadiness characteristics of hydrographs on the scouring phenomenon around the bridge abutment under clear water conditions. The ability of the permeable and impermeable spur dikes and their distances from the abutment at its upstream on the control of scouring around the bridge abutment was also investigated. The experimental observations imply that the effect of unsteady flow on the scouring process is relatively similar to the steady flow conditions. The results showed that the base time of hydrographs, the type of spur dikes, and the distance of spur dikes from the bridge abutment were the dominant parameters among the considered parameters in this study on the scouring process around the abutment. The results also revealed that the impermeable spur dike was able to completely eliminate scouring around the bridge abutment for two distances of 2L and 3L (where L is the abutment length) for both steady and unsteady flow conditions.
نوع الوثيقة: article in journal/newspaper
وصف الملف: application/pdf
اللغة: English
العلاقة: https://pp.bme.hu/ci/article/view/18892/9290Test; https://pp.bme.hu/ci/article/view/18892Test
الإتاحة: https://pp.bme.hu/ci/article/view/18892Test
حقوق: Copyright (c) 2021 Periodica Polytechnica Civil Engineering
رقم الانضمام: edsbas.4BBE3397
قاعدة البيانات: BASE