Titlebook: Energy Dissipators and Hydraulic Jump; Willi H. Hager Book 1992 Springer Science+Business Media Dordrecht 1992 Dissipation.energy.fields.f

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Energy Dissipators and Hydraulic Jump978-94-015-8048-9Series ISSN 0921-092X Series E-ISSN 1872-4663

anticipate

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,Shallow Foundations — Settlements,Since the spillways are sloped, and the jump location varies according to the discharge (such as during a typical flood wave), the front portion of the jump often moves out of the basin onto the spillway. This situation occurs typically if the design of the stilling basin accounts for the toe located at the entrance section (Fig.3.1a).

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https://doi.org/10.1007/978-3-540-77686-4The energy dissipators for dam outlet works may be classified into four groups as shown in Fig.6.1 (Mason, 1982):

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Soil Organic Carbon Sequestration,Of all the energy dissipating elements, most research studies have been devoted to steps and sills, since their addition involves a simple extension of a basin containing a classical hydraulic jump. Both elements may be used in two fundamentally different ways, namely (Fig.7.1):

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https://doi.org/10.1007/978-3-662-05400-0Up to now, smooth channels were considered, except for some isolated elements such as steps or blocks. If . are spread all over the space where the jump occurs, reference may be made to a hydraulic jump in a rough channel. Clearly, there is some similarity to jumps forced by blocks. Therefore, the ‘rough jump’ is treated here.

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Yevhen Varlamov,Oksana PalagutaExcept for larger structures or unusual circumstances, a stilling basin may not be tested in a hydraulic lab, or it may be tested with respect to several features although the final design does not involve a series of model studies. Based on this fact, several standardised basins were developed in the past, among which mention might be made of the

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