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Hasil Pencarian

Ditemukan 259 dokumen yang sesuai dengan query
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New York: Applied Science, 1983
627 DEV
Buku Teks  Universitas Indonesia Library
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Qin, Zhang
Boca Raton: CRC Press, 2009
620.106 QIN b
Buku Teks SO  Universitas Indonesia Library
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Wilson, P. M.
California: Kobe, 1976
621.252 WIL i
Buku Teks  Universitas Indonesia Library
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Leliavsky, Serge
London: Chapman and Hall, 1960
627.52 Lel i
Buku Teks  Universitas Indonesia Library
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Muhammad Bayunegoro
Depok: Fakultas Teknik Universitas Indonesia, 2006
S38041
UI - Skripsi Membership  Universitas Indonesia Library
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Nechleba, Miroslav
[Place of publication not identified]: [Publisher not identified], [Date of publication not identified]
621.24 NEC h
Buku Teks  Universitas Indonesia Library
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Holzbock, Werner G.
New York: Industrial Press, 1968
621.2 HOL h
Buku Teks  Universitas Indonesia Library
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Sayers, A.T.
London: McGraw-Hill, 1992
621.406 SAY h
Buku Teks  Universitas Indonesia Library
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"The measurement of susoended sediment, particularly in field settings, is important in the documentation of sediment transport and deposition. Many measurement techniques have been used euth varying degrees of success. "
Reston: American Society of Civil Engineers, 2018
628 JHE
Majalah, Jurnal, Buletin  Universitas Indonesia Library
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"ABSTRAK
The stable pools formed by spur dikes can be a significant factor for improving aquatic habitat in unstable degraded streams. Prediction of the volume and geometry of the scour hole associated with a spur dike yields information that is valuable for assessing the potential benefit to the aquatic habitat. Volumes of the scour hole in the vicinity of model spur dikes were measured in a laboratory flume under clear-water overtopping flows. Spur dike length, flow depth and shear velocity ratio were varied in the experiments and found to significantly influence the volume of the scour hole. For overtopping flows, the ratio of the flow depth to the spur dike height was found to be an important control on the geometry of the resulting scour hole. At higher flow depth to spur dike height ratios, the location of the maximum depth of scour changed from the upstream point of the dike toward the channel bank and caused a secondary scour zone to form downstream of the spur dike. A preliminary technique is proposed to predict the volume of scour for spur dikes perpendicular to the bank."
Reston: American Society of Civil Engineers, 2018
628 JHE
Majalah, Jurnal, Buletin  Universitas Indonesia Library
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