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

Lumbar-Stenosis

infantile

Bruno Yaron,Raoul Calvet,René Prostsin by which part of the flow was forced to flow back against the main current. Figure 11.1 shows an original figure of Schoklitsch by which the effect of a bucket is well described. For small discharges (Fig.11.la) the forward flow is forced between two counter-currents by which the energy dissipat

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,From a Farm on Till—Charles Kellogg, as they have a direct impact on the design of the dissipator. Three of such groups will be treated in this chapter, although the items have relatively few common features. Mention will be made of the dynamic pressures excerted in stilling basins, as an additional item to the dynamic pressure charac

Congruous

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https://doi.org/10.1007/978-1-4899-3474-1flows in an open channel where no appurtenances are provided. In general, the fluid considered is water, and the discharge per unit width is larger than 0.1 m. s. such that scale effects are practically eliminated.

MONY

Basic Characteristics of Soils,t sixty years. Although first described by Leonardo da Vinci in the 16th century, it was only in 1820 when the Italian Bidone published the first test results (see Macagno, 1967, who presented excerpts of Bidone’s original paper). Of particular interest were:

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0921-092X neral design steps . The book is divided into two parts. Part 1 on hydraulic jumps is c- prised of chapters 2 to 5. Part 2 consisting of chapters 6 to 14 deals 978-90-481-4106-7978-94-015-8048-9Series ISSN 0921-092X Series E-ISSN 1872-4663

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