Solve the following: Problem 1: Three reservoir A, B and C have elevations of 30 m., 24 m. and 15 m. respectively. Point D is the junction of the three pipelines coming from A, B and C respectively. Pipe 1 from A to D is 1200 m. long, with diameter of 300 mm. Pipeline 2 is 900 m. from B to D and has a diameter of 200 mm and pipeline 3 is 1500 m. from C to D with a diameter of 150 mm. water to reservoirs b and c at the rate of 44 liters/sec. How much water is distributed to reservoir B if n 0.011 for all pipes.

Solve the following: Problem 1: Three reservoir A, B and C have elevations of 30 m., 24 m. and 15 m. respectively. Point D is the junction of the three pipelines coming from A, B and C respectively. Pipe 1 from A to D is 1200 m. long, with diameter of 300 mm. Pipeline 2 is 900 m. from B to D and has a diameter of 200 mm and pipeline 3 is 1500 m. from C to D with a diameter of 150 mm. water to reservoirs b and c at the rate of 44 liters/sec. How much water is distributed to reservoir B if n 0.011 for all pipes.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

I need the answer as soon as possible
ANSWEWR URGENTLY
Question 7 (Parallel pipes) Two reservoirs are connected by two parallel pipelines with diameters of 0.8m and 0.6m as shown in Figure 8. The pipelines are both 3 km long with a value of 0.03. The combine discharge through the pipelines must be at least. Pipe 2 Pipe 1 Figure 8 a) When the total discharge is, what is the flow rate in the individual pipeline? b) What is the minimum difference in the elevation of the surface water level in the two reservoirs required to maintain a flow of through the pipelines?
5 (c)
Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir B is at elevation 300 m and reservoir C is at elevation 277 m. Pipe 1 is 800 mm in diameter and 800 m long, pipe 2 is 600 mm in diameter and 500 m long and pipe 3 is 400 mm in diameter, 800 m long. Reservoir A supplies 560 liters per second to reservoirs B and C. What is the flow in pipe 2? Neglect minor losses and assume f=0.25 for all pipes. Select one: O a. 179 liters per second O b. 354 liters per second O . 132 liters per second O d. 231 liters per second
The three-reservoir system is being utilized to supply water for the metropolitan city. The elevations of Reservoir A, Reservoir B, and Reservoir C are 200 mamsl, 150 mamsl, and 40 mamsl, respectively. Pipe A which connects Reservoir A to a junction has a length of 5000 m, diameter of 1200 mm, and C-value of 100. Pipe B which connects Reservoir B to a junction has a length of 1000 m, diameter of 600 mm, and C-value of 90. Pipe C which connects Reservoir C to a junction has a length of 8000 m, diameter of 2000 mm, and C-value of 80. Determine the (a) head loss in meter along Pipe A, Pipe B, and Pipe C, and (b) flow rate in m3/s along Pipe A, Pipe B, and Pipe C.
From the given three reservoirs shown. The elevation A is 346 m., B is at elevation 301 m and C is at elevation 241 m. Rate of flow at 1 is 200 liters/sec. PIPE LENGTH (M) DIAMETER HAZENS, C (MM) 450 600 120 3600 300 100 3 1200 D3 110 Determine the diameter of pipeline 3. 175 mm 177 mm O 180 mmm O 184 mm None of the above
please answer the problem asap, ty
Three reservoirs A, B and C at water levels of 25 m, 12 m and 8 m are connected by a pipe network. 1200 m length pipe of diameter 0.5 m and f = 0.013 draws water from A. 1000 m length pipe of diameter 0.4 m and f = 0.015 draws water from B and joins the pipe end from A. The reservoir C is connected to this junction by 900 m length of pipe 0.6 m diameter with f = 0.011 What would be the direction of flow? * Reservoir A feeds reservoirs B and C. Reservoir B and C feed reservoir A. Reservoir A and B feed reservoir C. Reservoir C feeds reservoirs A and B. If the flow in the 900m pipe is 0.60 m^3/s, what would be the flow in the 1000m pipe? 0.064 0.042 1 0.129 0.091 Back Next Clear form
Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir B is at elevation 300 m and reservoir C is at elevation 277 m. Pipe 1 is 800 mm in diameter and 800 m long, pipe 2 is 600 mm in diameter and 500 m long and pipe 3 is 400 mm in diameter, 800 m long. Reservoir A supplies 560 liters per second to reservoirs B and C. Neglect minor losses and assume f=0.25 for all pipes. What is the flow in pipe 3? Select one: O a. 329 liters per second O b. 428 liters per second O c. 381 liters per second O d. 206 liters per second
2. Reservoir A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction x. the elevation of reservoir A is 300 m, reservoir B is 302. 5 m, ad reservoir C is 277 m. A) Compute the flow rate at reservoir A B) Compute the flow rate at reservoir B C) Compute the reservoir C VEL 300 m Qa=0.19326 m³/s Qb = 0.3476 m/s (giver) Qc = 0.5408 m/s LEL 302.5 m VEL 277 m Pipe 1 2 3 0.0208 0.0168 0.0175 diameter (mm) 900 600 450 Length (m ) 800 1200 1000
Problem 1: A constant head tank delivers water through a uniform pipeline to a tank, at a lower level from which the water discharges over a rectangular weir. If pipeline length 20 m, diameter 100 mm, roughness size 0.2 mm, length of weir crest 0.25 m, calculate the steady discharge and head over the weir crest. (take Cd = 0.6) %3D H.