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- W2326036249 abstract "In recent years, river bed was excavated upto designed elevation to have more capacity for flood than before. So, sill elevation of some new barrages were lower than that of original river bed. Consequently, deposition of sand and gravel on sill caused troubles in operation of these barrages.These troubles were observed in a model canal (1/1, 000), which was designed to realize similarity of pattern of alternating bars in case of the Okajima Barrage.Conparison of patterns of actual river bed, which were made by some flood, with experimental ones clarified as follows:(1) Only one-fourth of the length of a bar was dredged both in upstream and in downstream of the barrage. This dredging is not enough.(2) Practical proposed dredging reach is one and a half times as long as the length of a bar in upstream and half in downstream." @default.
- W2326036249 created "2016-06-24" @default.
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- W2326036249 date "1989-01-01" @default.
- W2326036249 modified "2023-09-25" @default.
- W2326036249 title "Experimental Studies on Solving Troubles of Sand Deposition on Sill of a Barrage" @default.
- W2326036249 doi "https://doi.org/10.2208/prohe1975.33.391" @default.
- W2326036249 hasPublicationYear "1989" @default.
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