From the given three reservoirs shown. The elevation A is 346 m., B is at elevation 301 m and Cis at elevation 241 m. Rate of flow at 1 is 200 liters/sec.PIPELENGTH (M)DIAMETERHAZENS, C(MM)450600120360030010031200D3110Determine the diameter of pipeline 3.175 mm177 mmO 180 mmmO 184 mmNone of the above

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Answered: DIAMETER (MM) PIPE LENGTH (M) HAZENS, C…

Engineering

Civil Engineering

DIAMETER (MM) PIPE LENGTH (M) HAZENS, C 1. 600 450 120 3600 300 100 3. 1200 D3 110 Dotormine the diemoter of ninelin

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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4.Three reservoirs 1, 2, and 3 meet at junction x. Reservoir 1,25 m above reservoir 3, is at elevation 282 m. If the rate offlow from the highest reservoir 2 is 605 L/s, calculate the following. A. Discharge through pipe 1. B. Discharge through pipe 3. C. Elevation of reservoir 2.
The three reservoir A, B and C are connected by pipelines A, B and C respectively. The elevation of reservoir A is equal to 200 m while that of C is 178 m. The discharge flowing towards reservoir B is 0.60 cum/sec. Reservoir B is higher than that of C. PIpeline A: 800 mm diam., 1500 m long, f = 0.0158; PIpeline B: 600 mm diam., 450 m long, f = 0.0168; PIpeline C: 450 mm diam., 1200 m long, f = 0.0175 Compute the rate of flow out of Reservoir A in cum/sec. Use 4-decimal places. Compute the rate of flow towards Rservoir C in cum/sec. Use 4-decimal places. Compute the elevation of Reservoir B in m. Use 2-decimal places
Three reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which merges at a junction X. The elevation of reservoir A is 300 m and that of B is 285 m. The rate of flow from reservoir A is 1.4 m3/s. Pipes 1 (D = 800 mm, L = 1500 m, Friction Factor = 0.0157) Pipes 2 (D = 600 mm, L = 450 m, Friction Factor = 0.0162) Pipes 3 (D = 450 mm, L = 1200 m, Friction Factor = 0.0177) Compute the elevation of reservoir C in m. Round your answer to 2 decimal places.
With an observation well situated is 69.7 ft away from the pumping well (which is pumping at the rate of 305 gal/min). The aquifer is confined, and the depth has been measured from well logs and is 150 ft. t (min) s (ft) 0.072 0.003 0.105 0.006 0.155 0.012 0.222 0.02 0.322 0.026 0.472 0.03 0.688 0.034 1.005 0.037 1.472 0.041 2.238 0.047 3.238 0.052 4.738 0.062 6.738 0.072 10.072 0.087 15.905 0.107 21.905 0.116 31.905 0.129 46.905 0.149 67.905 0.171 100.91 0.203 150.91 0.239 220.91 0.276 351.9 0.33 500.9 0.36 687.9 0.39 1001.9 0.43 1481.9 0.46 2202.9 0.49 3103.9 0.51 4336.9 0.54 Could someone please show using this data how to calculate transmissivity (T), the hydraulic conductivity (K) and Storativity (S) for the aquifer. Thank You
A 200 mmФ pipeline whose length and friction factor (f) are 2.5 km and 0.018 respectively connects two tanks A and B. Assuming minor loss to be 10% of friction loss, and reservoir A 15 m higher than B, find the rate of flow * a. 0.03426 m³/s b. 0.05426 m³/s c. 0.04426 m³/s d. 0.06426 m³/s
The three reservoirs, A, B and C are connected by pipelines A, B and C respectively which meets at the junction X. The elevation of reservoir A is equal to 300 m while that of B is 285 m. The discharge flowing out of reservoir A is 1.4 cu.m/sec. (Pipes, Diameter, Length, Friction factor "f")A, 800 mm, 1500 m, 0.0157B, 600 mm, 450 m, 0.0162C, 450 mm, 1200 m, 0.0177 (a) Compute the rate of flow in reservoir B in cu.m/sec. (b) Compute the rate of flow in reservoir C in cu.m/sec. (c) Compute the elevation of Reservoir C in meters.
A discharge of 600 liters/sec flows through a pipe having a diameter of 400mm., lenght of 40 m. long. Compute the head loss of the pipeline; a. using Mannings Equation with n=0.013 (unit of the answer is in m) b. using Darcy Weisback formula with f=0.012 (unit of answer is in m)
Reservoirs A, B and C are connected by pipelines 1, 2 and 3 respectively which meets at the junction D. The elevation of reservoir A s 300 m, while that of C Is 277 m. Reservoir B is higher than reservoir A. The rate of flow out of reservoir B is 560 liters/sec. Compute the elevation of Reservoir B in m Pipe 1 (D=900 mm; L=1500 m; f=0.0208) Pipe 2 (D=600 mm; L=450 m; f=0.0168) Pipe 3 (D=450 mm; L=1200 m; f=0.0175) Round your answer to 3 decimal places.
Reservoir B in the figure receives 0.08 m3/s of flow. Properties of each pipe: Pipe # 1: Length = 1800 m., Diameter = 550 mm, f = 0.0204 Pipe # 2: Length = 600 m., Diameter = 250 mm, f = 0.0223 Pipe # 3: Length = 750 m., Diameter = 350 mm, f = 0.0226 Elevation A = 120 m. Elevation C = 60 m. Determine the following: 1. Flow in pipe 3. (Ans : 0.41259) 2. Headloss in pipe 2. (Ans : 7.243) 3. Elevation of Reservoir B. (Ans : 98.134) Show solution.
Water (ρ = 998 kg/m 3, ν = 1 * 10−6 m 2/s) flows in a 9–cm–diameter pipe under fully developed conditions. The centerline velocity vc = 10 m/s. Compute a) q, b) V (mean velocity), c)τo and d) Δp for a 100–m pipe length.
Three reservoirs are connected by individual pipes to junction O as shown on the figure below. Find the elevation of reservoir C in order that the discharge in pipe AO from reservoir A is 0.15 cubic meter per second. Use Darcy-Weisbach formula with f = 0.02. Draw the final hydraulic gradient line (HGL). Reservoir Discharge, Q (m^3/s) Diam., D (cm) Length, L (km) WS elev. (m) A 0.15 (out) 35 1.40 145 B ? 25 0.90 125 C ? 30 1.60 ?
reservoir b in the figure receives 0.09 m^3/s of flow. Properties of each pipe: Pipe # 1: Length = 1800m, Diameter = 450 mm, f = 0.0204 Pipe # 2: Length = 650m, Diameter = 250 mm, f = 0.0177 Pipe # 3: Length = 700m, Diameter = 400 mm, f = 0.0226 Elevation A = 150 m. Elevation C = 60 m. Determine the following: 1. Flow in Pipe # 3 a. 0.50273 b. 0.51946 c. 0.46104 d. 0.41259 e. non of the above 2. headloss in Pipe # 2 a. 7.882 b. 8.660 c. 7.178 d. 7.243 e. none of the above 3. elevation of reservoir B a. 98.134 b. 81. 431 c. 84.370 d. 87.875 e. none of the above