Applied Fluid Mechanics (7th Edition)
7th Edition
ISBN: 9780132558921
Author: Robert L. Mott, Joseph A. Untener
Publisher: PEARSON
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Chapter 14, Problem 14.56PP
To determine
The discharge for long-throated flume installed in circular pipe using design B.
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Given a frictionless flow of water at 125.6 ft^s in a long, horizontal, conical pipe, of diameter 2 ft at one end and 6 ft at the other. The pressure head at the smaller end is 18 ft of water. Find the pressure head in larger end in ft of water.
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Chapter 14 Solutions
Applied Fluid Mechanics (7th Edition)
Ch. 14 - Compute the hydraulic radius for a circular drain...Ch. 14 - A rectangular channel has a bottom width of 2.75...Ch. 14 - A drainage structure for an industrial park has a...Ch. 14 - Repeat Problem 14.3 lO if the side slope is 45Ch. 14 - Compute the hydraulic radius for a trapezoidal...Ch. 14 - Compute the hydraulic radius for the section shown...Ch. 14 - Repeat Problem 14.6 for a depth of 3.50 in.Ch. 14 - Compute the hydraulic radius for the channel shown...Ch. 14 - Compute the hydraulic radius for the channel shown...Ch. 14 - Water is flowing in a formed, unfinished concrete...
Ch. 14 - Determine the normal discharge for an aluminum...Ch. 14 - A circular culvert under a highway is 6 ft in...Ch. 14 - A wooden flume is being built to temporarily carry...Ch. 14 - A storm drainage channel in a city where heavy...Ch. 14 - Figure 14.21 represents the approximate shape of a...Ch. 14 - Calculate the depth of flow of water in a...Ch. 14 - Calculate the depth of flow in a trapezoidal...Ch. 14 - A rectangular channel must carry 2.0m3/s of water...Ch. 14 - The channel shown in Fig. 14.22 has a surface of...Ch. 14 - A square storage room is equipped with automatic...Ch. 14 - The flow from two of the troughs described in...Ch. 14 - For a rectangular channel with a bottom width of...Ch. 14 - It is desired to carry 2.00m3/s of water at a...Ch. 14 - For the channel designed in Problem 14.23, compute...Ch. 14 - Prob. 14.25PPCh. 14 - Prob. 14.26PPCh. 14 - A trapezoidal channel has a bottom width of 2.00...Ch. 14 - For the channel described in Problem 14.27,...Ch. 14 - Repeat Problem 14.28, except that the channel is...Ch. 14 - A trapezoidal channel has a bottom width of 2.00...Ch. 14 - Prob. 14.31PPCh. 14 - Compute the flow area and hydraulic radius for a...Ch. 14 - Prob. 14.33PPCh. 14 - Prob. 14.34PPCh. 14 - Prob. 14.35PPCh. 14 - Prob. 14.36PPCh. 14 - Prob. 14.37PPCh. 14 - Prob. 14.38PPCh. 14 - A rectangular channel 2.00 m wide carries 5.5m3/s...Ch. 14 - Prob. 14.40PPCh. 14 - A triangular channel with side slopes having a...Ch. 14 - A trapezoidal channel with a bottom width of 3.0...Ch. 14 - Prob. 14.43PPCh. 14 - Determine the required length of a contracted weir...Ch. 14 - Prob. 14.45PPCh. 14 - Prob. 14.46PPCh. 14 - Compare the discharges over the following weirs...Ch. 14 - Prob. 14.48PPCh. 14 - For a Parshall flume with a throat width of 9 in,...Ch. 14 - Prob. 14.50PPCh. 14 - A flow rate of 50ft3/s falls within the range of...Ch. 14 - Prob. 14.52PPCh. 14 - A long-throated flume is installed in a...Ch. 14 - Prob. 14.54PPCh. 14 - Prob. 14.55PPCh. 14 - Prob. 14.56PPCh. 14 - Prob. 14.57PPCh. 14 - For a long-throated flume of design B in a...Ch. 14 - For a long-throated flume of design C in a...Ch. 14 - Prob. 14.60PPCh. 14 - Prob. 14.61PP
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- . What is the expected head loss per mile of a closed circular pipe with 17 in. inside diameter friction factor of 0:03 when 3300 gal/min of water flow under pressure ? A.0.007 ft B.0.647 ft C. 38 ft D. 35.80 ftarrow_forwardWhat diameter of new cast-iron pipe, 1 mile long is required to discharge 4.5 cu. ft. per second under a head of 50 ft.?arrow_forwardProblem 15.54 with the following changes: Pipe length= 1500ft Diameter= 12in Total static head= 50ft Minor loss 15 times velocity head Friction factor= 0.018arrow_forward
- A galvanized iron pipe with a roughness height of 0.00005 m and a length of "100 k" m under the head loss of "10 k" m delivers discharge of 0.003 m³/s. Calculate pipe diameter.arrow_forwardFind the cross sectional of pipe Discharge=22.34 m3/s Flow=2 m/sarrow_forwardA two branch duct system of circular duct is shown below. The fittings have the following equivalent lengthof straight duct upstream to branch 4m elbow 2m. There is negligible pressure loss in the straight throughsection of the branch. The designer slects 4pa/m as the pressure gradient in all sections. What diameter in ft should be selected in the 5m section? A. 0.54 B. 0.34 C. 1.12 D. 0.44arrow_forward
- Convert 50 GPM to ft/s in a 4" Sch 40 pipearrow_forwardthe hydraulic radius of a pipe with a diameter of 12mm isarrow_forwardA two branch duct system of circular duct is shown below. The fittings have the following equivalent lengthof straight duct upstream to branch 4m elbow 2m. There is negligible pressure loss in the straight throughsection of the branch. The designer slects 4pa/m as the pressure gradient in all sections. What diameter in m should be selected in the 7-m branch? A. 0.44 B. 0.64 C. 0.34 D. 0.54arrow_forward
- For the pipe system shown. Assume n = 0.013 for all pipes. Neglect minor losses. 1. Compute the head loss from A to B in terms of Q. a. 0.056Q2 b. 0.029Q2 c. 0.016Q2 d. 0.096Q2 2. Assuming Q = 12 cfs, compute the head loss of pipe CD. a. 15.78 ft b. 13.02 ft c. 18.56 ft d. 24.56 ft 3. Assuming Q = 12 cfs, compute the total head loss from A to D. a. 47.786 ft b. 56.673 ft c. 89.451 ft d. 32.562 ftarrow_forwardSolve the Problem: Calculate the total loss of the following system. Physical pipe length. 350 ft N- Flanged check valve Flanged ge valve Sharp odged exit Pump 5" Plastic pipe Q = 500 GPM Building wallarrow_forwardA two branch duct system of circular duct is shown below. The fittings have the following equivalent lengthof straight duct upstream to branch 4m elbow 2m. There is negligible pressure loss in the straight throughsection of the branch. The designer slects 4pa/m as the pressure gradient in the 12- and -15m straight sections. What diameter in should be selected in the 15 m branch section? A. 0.35 B. 0.66 C. 0.56 D. 0.46arrow_forward
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