9. Water is flowing in a rectangular flume with a velocity of 3.81 m/s and a depth of 0.98m. (a) is the flow at the upper or lower stage? (b) Compute the specific energy. (c) What is the alternate depth of flow with equal energy?
9. Water is flowing in a rectangular flume with a velocity of 3.81 m/s and a...
Water flowing at a depth of 4-foet and a velocity of 5.5 f/sec in a 10-foot ular channel encounters a 6-inch hump on the floor of the channel. 8. (13 points) Water flowing at a wide rectangular Determine: ft ft ft Specific Energy approaching the bump Specific Energy crossing the bump Critical depth (ye) at the bump Critical energy (Ec) at the bump Does the bump "choke" the flow? ft Water flowing at a depth of 4-foet and a velocity...
(10 POINTS) Water flows at 12 m'/s in a 3.0-m wide rectangular channel at a depth of 30 cm. Determine the alternate depth of flow for the same specific energy 7.
4.68. Water is released under a gate in a 0.5-m-wide rectangular flume as shown in Figure 4.36. The water behind the gate has a depth of 2 m (at Section 1), and the gate is opened such that the depth of flow just downstream of the gate (at Section 2) is 12 cm. Find the height, h, of the step such that a hydraulic jump occurs at Section 2, and the flow is choked by the step. Estimate the rate...
Please provide a clear solution for the above example. The correct answer is provided. Nonuniform Flow in a Rectangular Channel Water flows in a rectangular channel with a speed of 3 m s-1 and a depth of 1.25 m What alternative flow depth yields the same specific energy? Answer(s1.03 m; Nonuniform Flow in a Rectangular Channel Water flows in a rectangular channel with a speed of 3 m s-1 and a depth of 1.25 m What alternative flow depth yields...
The channel transports water at 6 m3/s. The depth of flow is y = 1.5 m. Suppose that d = 3.5 m. (Figure 1) Water flows in a rectangular channel with a velocity of 4 m/s and depth of 2.9 m. Part A What other possible speed of flow provides the same specific energy for the same volumetric flow? Part C Determine the specific energy of the flow. Part D Determine the minimum specific energy of the flow.
please show all the steps thank you 2. Water flowing at the normal depth in a rectangular concrete channel that is 12 m wide encounters an obstruction, causing the water level to rise above the normal depth at the obstruction and for some distance upstream. The water discharge is 126 m3/s, and the channel bottom slope is 0.00086. If the depth of water just upstream from the obstruction (yo) is 4.55 m, find the distance upstream to the point where...
Water flows in a rectangular channel with a velocity of 2.5 m/s and a depth of 1.5 m. A door downstream suddenly closes completely, causing surge move to upstream. Determine : a) Velocity Surge(w) b) The depth behind the surge (y2)
Q1) Consider a rectangular channel with a constant width b, a) Obtain the equation of water surface profile (dy/dx) as function of Froude number and channel bottom slope in a channel transition assuming that over a short distance Ax, the energy losses can be neglected. b) Using the equation you have obtained, draw the water surface profile if flow is supercritical and if there is a downward step at the channel bed and show your results on the graph of...
14.9 Example: Specific Energy Erample 14.4. A rectangular channel with B 25 m carries water at Q - 6.48 ma/s. (a) Find critical depth, (b) minimum specific energy, (c) plot E curve (d) alternate depths and corresponding Froude numbers when E 1.5 m and (e) plot q-curve when E 1.5 m
4.72) Water flows in an open rectangular channel at a depth of 1 m with a velocity of 4 m/s. The bottom of the channel drops over a short length a distance of 1 m. Calculate the two possible depths of flow after the drop. Neglect all losses. 4.73) If the head loss in Problem 4.72 across the channel drop is 0.2 m, determine the two possible depths of flow.