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Titlebook: Channels and Channel Control Structures; Proceedings of the 1 K. V. H. Smith Conference proceedings 1984 Springer-Verlag Berlin Heidelberg

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書目名稱Channels and Channel Control Structures
副標(biāo)題Proceedings of the 1
編輯K. V. H. Smith
視頻videohttp://file.papertrans.cn/224/223853/223853.mp4
圖書封面Titlebook: Channels and Channel Control Structures; Proceedings of the 1 K. V. H. Smith Conference proceedings 1984 Springer-Verlag Berlin Heidelberg
描述The development of water resources has proceeded at an amazing speed around the world in the last few decades. The hydraulic engineer has played his part: in constructing much larger artificial channels than ever before, larger and more sophisticated control structures, and systems of irrigation, drainage and water supply channels in which the flow by its nature is complex and unsteady requiring computer-based techniques at both the design and operation stage. It seemed appropriate to look briefly at some of the developments in hydraulic design resulting from this situation. Hence the idea of the Conference was formed. The Proceedings of the Conference show that hydraulic engineers have been able to acquire a very substantial base of design capability from the experience of the period referred to. The most outstanding development to have occurred is in the combination of physical and mathematical modelling, which in hydraulic engineering has followed a parallel path to that in other branches of engineering science. The Proceedings of this Conference will give to the reader an awareness of the current state of hydraulic design in open channel flow and open channel control structures
出版日期Conference proceedings 1984
關(guān)鍵詞Channels; Control; Drainage; Freispiegelleitung; Kanalbau; Kanalstr?mung; Sedimenttransport; Structures; Ufe
版次1
doihttps://doi.org/10.1007/978-3-662-11300-4
isbn_softcover978-3-662-11302-8
isbn_ebook978-3-662-11300-4
copyrightSpringer-Verlag Berlin Heidelberg 1984
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Recirculation in Flow over Crump Weirs upstream section having a bed slope of 1:2 and the downstream section having a bed slope of 1:5. The upstream head is gauged in the conventional manner, using a piezometric tapping. The Crump weir is now widely used. Most of its hydraulic characteristics have been established by means of series of tests carried out at Hydraulics Research Ltd.
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Field Tests on Natural Vibration Modes of a Tainter Gateost popular spillway or crest gates which serve to control the water level in and release the flood from large reservoirs. Obviously, their correct functioning and safe operation is of utmost importance for the security of the entire project of which they are a part.
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Two-Dimensional Analysis of Sloping Submerged Outfallsewage outfalls in the marine environment. Submerged out-falls are frequently used to induce mixing between a liquid effluent and receiving water body in order to rapidly reduce effluent concentration to environmentally acceptable levels.
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https://doi.org/10.1007/978-3-662-11300-4Channels; Control; Drainage; Freispiegelleitung; Kanalbau; Kanalstr?mung; Sedimenttransport; Structures; Ufe
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978-3-662-11302-8Springer-Verlag Berlin Heidelberg 1984
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