902 Harga;;;;;;
533 Catatan reproduksijanuari, februari, maret, april, mei, juni, juli, agustus, september, oktober, november, desember
700 Entri Tambahan Nama Orang
336 Content Typetext (rdacontent)
264b Nama PenerbitAmerican Society of Civil Engineers
710 Entri Tambahan Badan KorporasiAmerican Society of Civil Engineers
091 No. Panggil Setempat Majalah;628 JHE 126:1 (2000);628 JHE 125:5 (1999);628 JHE 126:6-9 (2000);628 JHE 125:5,6,7,9 (1999);628 JHE 125:2-4; 126:1 (1999-2000);628 JHE 126:6 (2000)
049 No. Barkod;04-18-929924166;04-18-221110451;04-19-933693744;04-19-981618556;04-19-767698496;04-18-961733985
852 LokasiPerpustakaan UI, Lantai 4, R. Koleksi Jurnal
515 Penyimpangan/penomoran
338 Carrier Typevolume (rdacarrier)
490 Seri
590 Cat. Sumber Pengadaan KoleksiPenerbit;Penerbit;Penerbit;Penerbit;Penerbit;Penerbit;Penerbit
053 No. Induk04-18-221110451;04-18-929924166;04-18-221110451;04-19-933693744;04-19-981618556;04-19-767698496;04-18-961733985
321 Frekuensi lama
653 Kata Kunciteknik; teknik hidrolik; penelitian
040 Sumber PengataloganLibUI eng rda
245 Judul UtamaJournal of hydraulic engineering
264c Tahun Terbit2018
650 Subyek TopikEngineering -- Hydraulic engineering
850 Lembaga PemilikUniversitas Indonesia
904b Pemeriksa Lembar Kerja;;;Winarsih;;;
520 Ringkasan/Abstrak/IntisariABSTRAK
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.
022 ISSN (R)07339429
525 Cat. suplemen/index/spec. issua
090 No. Panggil Setempat628 JHE
061 Tanggal akhir diterima/langgan
500 Catatan Umum
337 Media Typeunmediated (rdacontent)
100 Entri Utama Nama Orang
264a Kota TerbitReston
300 Deskripsi Fisik
904a Pengisi Lembar KerjaAlyssa-Mei19;Alyssa-Mei19;Alyssa-Mei19;Nur Apriyanti;Nur Apriyanti;Nur Apriyanti;Nur Apriyanti
856 Akses dan Lokasi Elektronik
246 Judul Alternatif
310 Frekuensi TerbitDua belas kali setahun
041 Kode Bahasaeng
362 Tanggal Terbit Awal