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Titlebook: Long-Throated Flumes and Broad-Crested Weirs; M. G. Bos Book 1985 Martinus Nijhoff/Dr W. Junk Publishers, Dordrecht 1985 Drainage.boundary

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书目名称Long-Throated Flumes and Broad-Crested Weirs
编辑M. G. Bos
视频videohttp://file.papertrans.cn/589/588584/588584.mp4
图书封面Titlebook: Long-Throated Flumes and Broad-Crested Weirs;  M. G. Bos Book 1985 Martinus Nijhoff/Dr W. Junk Publishers, Dordrecht 1985 Drainage.boundary
描述In the context of water management, structures that measure the flow rate in open channels are used for a variety of purposes: (i) In hydrology, they measure the discharge from catchments; (ii) In irrigation, they measure and control the distribution of water at canal bifurcations and at off-take structures; (iii) In sanitary engineering, they measure the flow from urban areas and industries into the drainage system; (iv) In both irrigation and drainage, they can control the upstream water at a desired level. This thesis represents an attempt to place such flow measurements on a solid foundation by explaining the theory of water flow through ‘long-throated flumes‘ and their hydraulically related ‘broad-crested weirs‘. On the basis of this theory, and on practical experience, these structures are recommended for use whenever the water surface in the channel at the measuring site can remain free. The thesis concludes with a design procedure that will facilitate the application of these structures. The idea to undertake research on discharge measurement structures was born upon my appointment as the first civil engineer with the International Institute for Land Reclamation and Improve
出版日期Book 1985
关键词Drainage; boundary layer; capacity; control; design; development; energy; flow; history; measurement; model; st
版次1
doihttps://doi.org/10.1007/978-94-009-6225-5
isbn_softcover978-94-009-6227-9
isbn_ebook978-94-009-6225-5
copyrightMartinus Nijhoff/Dr W. Junk Publishers, Dordrecht 1985
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发表于 2025-3-21 21:39:49 | 显示全部楼层
ogy, they measure the discharge from catchments; (ii) In irrigation, they measure and control the distribution of water at canal bifurcations and at off-take structures; (iii) In sanitary engineering, they measure the flow from urban areas and industries into the drainage system; (iv) In both irriga
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M. G. Bosüber hinaus hatte sich auch das Kaufverhalten vieler Kunden verändert. Die Kunden fragten nicht mehr überwiegend Pumpen im mittleren Leistungsbereich nach, sondern verlangten zunehmend kundenindividuellere Pumpen. Anfragen von Wasserwerken, die entweder Wasserpumpen wünschten, die leistungsstärker o
发表于 2025-3-22 12:15:16 | 显示全部楼层
M. G. Bosüber hinaus hatte sich auch das Kaufverhalten vieler Kunden verändert. Die Kunden fragten nicht mehr überwiegend Pumpen im mittleren Leistungsbereich nach, sondern verlangten zunehmend kundenindividuellere Pumpen. Anfragen von Wasserwerken, die entweder Wasserpumpen wünschten, die leistungsstärker o
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History of flumes,es, Hanks, and Jurinak 1982). The irrigated area increased rapidly during the period 1920–40, and remained about constant during World War II and the subsequent period of decolonization. By 1955, the irrigated area was about 120 million ha (Gulhati 1955), and has now increased to about 200 million h
发表于 2025-3-23 07:40:07 | 显示全部楼层
Required head loss over the structure,on between the upstream sill-referenced head and the flow rate in the structure. If the downstream sill-referenced head is sufficiently low with respect to the upstream sill-referenced head, modular flow will occur. With high downstream heads, the flow at the control section cannot become critical a
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