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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Types of Stilling BasinsExcept 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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Geoffrey R. Dixon,Emma L. Tilston and the U-shaped profiles. As may be demonstrated by the conventional momentum approach, jumps in such channels are more efficient than in the rectangular channel of equal values F. and h.. Herein, only open channel flow is considered and the transition from free surface to pressurized flow as may

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Soil Microbes and Climate Change Mitigationsubmerged jump entrains much less air than the non-submerged jump. A submerged jump may typically develop behind gates (Fig.5.1). For low tailwater, a free surface flow is generated behind the gate lip and the approaching flow to the jump is supercritical. However, when increasing the tailwater leve

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Soil Structure and Plant Growth, to the direction of flow. Whereas a sill generates an overflow of the main current, blocks force the water both between the obstacles and above it. As a result, the tendency for plunging is reduced for block flow. Note that baffle blocks are located near the toe of the jump and thus are impact elem