摘要 : It is started from an evaluation of gas pipe protective building at oblique position accross the river bend with high discharge and dynamic flow contained trees, sand sediment, gravels up to boulder. The results of the failure ana... 展开
作者 | Kuntjoro Bayuaji~ Ridho Tatas Khoiri~ Mokh |
---|---|
作者单位 | |
期刊名称 | 《Engineering failure analysis》 |
总页数 | 16 |
语种/中图分类号 | 英语 / TB12 |
关键词 | Hydrodynamic Hydraulic Structure River Check dam Construction RIVER GEOMETRY |
馆藏号 | N2008EPST0009627 |