Search
نمایش تعداد 1-8 از 8
Discussion of “Clear-Water Local Scour around Pile Groups in Shallow-Water Flow”
The article focuses on the discussion of the article \\"Clear-Water Local Scour around Pile Groups in Shallow-Water Flow,\\" by Ata Amini and colleagues. It says that the experimental results of scour measurements around pile groups with different...
Investigation of local scour around tandem piers for different skew-angles
In the present study the effect of the skew-angle of the alignment
of tandem piers on local scour depth around them is investigated. The
tandem piers were aligned with different skew-angles of...
The effect of pile spacing and arrangement on bed formation and scour hole dimensions in pile groups
Pile scour is the main cause of bridge failure. A physical model used in this research to study scour
around a group of piles in clear-water conditions. The study examined changes in stream bed,
volume and ...
Experimental Investigation of Clear-Water Local Scour of Compound Piers
Local scour around complex piers under steady clear-water condition was studied experimentally for a variety of configuration, including different sizes and shapes of complex piers. A total of 70 experiments were carried out. Three sets...
مطالعۀ آزمایشگاهی تأثیر دیوارۀ جانبی بر ابعاد گودال آبشستگی در پاییندست کالورت
آبشستگی موضعی در خروجی کالورت پدیدهای متداول است؛ لذا ارائۀ راهکارهای مقابله با این پدیدۀ مخرب ضروری میباشد. در مطالعۀ حاضر تأثیر دیوارۀ جانبی پاییندست کالورت بر ابعاد گودال آبشستگی موضعی با درنظر گرفتن دیوارههایی ...
Evaluation of Harmony Search Optimization to Predict Local Scour Depth around Complex Bridge Piers
to as complex piers. A few studies have been done on complex bridge pier scour depth estimation. Such efforts may be classified into theoretical and empirical equations. This paper investigates local scour around complex bridge piers by using harmony search...
Local Scour Depth Estimation around Complex Bridge Pier
. In addition, the accuracy of recent commonly methods for local scour depth estimation around complex bridge pier were evaluated....