Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Water discharging into a 6 m wide rectangular horizontal channel from a sluice gate is observed to have undergone a hydraulic jump. If the flow depth and velocity before the jump are 0.5 m and 8 m/s, respectively, then which of the following statements is/are true? A Flow depth after the jump is 2.31 m. B Hydraulic jump formed is a weak jump. C Efficiency of jump is 65.6%. D Relative energy loss is 0.824.arrow_forwardWater is flowing in a 3 m wide rectangular channel. A hydraulic jump occurs and the flow upstream is 360 mm deep while the flow downstream from the jump is 1300 mm deep. A) Find the discharge flowing in the channel. B) Find the energy absorbed by the jump in kW. Please answer correctlyarrow_forwardProblem 4 Water flows in a rectangular channel with channel width B = 4.0 (m). The specific energy diagram (SED) of this flow is given in the figure below. (y =0.2 m) (1) Estimate the channel discharge Q from the given SED. (2) If the water depth in the channel at a cross section is y₁ = 0.45 (m). The channel bottom is raised smoothly by Az = 0.2 (m). Determine if the flow will be "choked" by the raised step. If yes, estimate the "backed up” depth upstream, y₁. If not, what is the water depth y₂ above the step? y (m) 0.55 0.5 0.45 0.4 0.35 > 0.3 0.25 0.2 0.15 0.1 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55 E (m)arrow_forward
- A dam releases water into a spillway, and then some distance downstream a hydraulic jump occurs. The dam height is 25 m, the initial depth in the spillway is 1 m, and the hydraulic jump leads to a region of depth 15 m. Upstream of the dam may be considered a reservoir. Determine the average velocity before the jump and whether the jump will occur. If there will be a jump, determine the velocity after the hydraulic jump, neglecting any friction losses.arrow_forward36 The flow net constructed for the dam is shown in the figure below. Taking the coefficient of permeability as 3.8 x 10-6 m/s, the quantity of flow (in cm³/s) under the dam per meter of dam is. 6.3 m T ! 9.4 m 17.2 m I 1.6 m T - 50 m - Impermeable Stratumarrow_forwardProblem 4. A 2-mm-diameter tube is used to siphon water at 20° C from a tank. When the tube length is 1 m, is there a value for H that exceeds the limit for laminar flow? If the maximum H = 75 cm, what would be the maximum flow rate? Neglect losses due to curvature and entrance effects. L=1m,d=2mm Water at 20°C Harrow_forward
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