Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes. 1500m-300mm A Q3 C Qs D Q6 300m-450mm 600m-250mm 600m-300mm 400m-450mm Q4 600m-200m Compute the flow in Pipe 6, Q6 [in m³/s]. O 0.3000 m3/s O 0.1582 m3/s none of these O 0.0576 m3/s O 0.1418 m3/s O 0.1006 m3/s

Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes. 1500m-300mm A Q3 C Qs D Q6 300m-450mm 600m-250mm 600m-300mm 400m-450mm Q4 600m-200m Compute the flow in Pipe 6, Q6 [in m³/s]. O 0.3000 m3/s O 0.1582 m3/s none of these O 0.0576 m3/s O 0.1418 m3/s O 0.1006 m3/s

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

Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes. Q2 1500m-300mm A B Q3 C D E 300m-450mm 600m-250mm 600m-300mm 400m-450mm Q4 600m-200m Compute the flow in Pipe 1, Q1 [in m³/s]. O 0.3000 m3/s O 0.1006 m3/s O 0.1418 m3/s O none of these O 0.0576 m3/s O 0.1582 m3/s
The pipe flow in the figure is driven by pressurized air in the tank. Assuming f = 0.014 and the flow rate is 17.36 liters/sec. Find 20m-1 50mm 10m Find the head loss pipe gage pressure needed to provide the cuid water a Towirste 2132786 liters bec P open jet 100m 40m 8.84 2673.06 178.5 856.25 2157.3 3.58 210.2 OOOO оооо 382.2 73.5
Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes. Q2 1500m-300mm A Q1 Q3 C D Q6 E 300m-450mm 600m-250mm 600m-300mm 400m-450mm Q4 600m-200m Compute the flow in Pipe 3, Q3 [in m³/s]. O 0.1582 m3/s O 0.1418 m3/s O none of these O 0.1006 m3/s O 0.0576 m3/s O 0.3000 m3/s
Water flows through a 300mm diameter pipe at a velocity Of 3.00 m/s. Determine the weight flow rate in N/s. Do not write the unit. You will only jnput the numerical answer in the space provided. Unit of the Correct Answer: N/s O 9810.000 O 2,080.284 O 8829.000 1202.284
Q5: As shown in figure (5). What is the water horsepower of the pump? The pipes characteristics are as follows. Pipe 1 2 3 EL.0.0m D (mm) 200 300 250 L (m) 900 300 1500 0.135 m²/sec f 0.023 0.018 0.02 EL 120m EL.30m
Q6: What is the flow rate that flow through the main pipe that contain water? •D = 300 mm Ans: Q=0.5655 m/sec EL=23m D = 120 mm 100 mm Hg
200mmø 690mm 300 mm 400 mmø 金Ho0 Z Hg (13.6) A 200mm diameter venturi meter is installed in a 400mm diameter vertical main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 300mm and the vertical distance between point 1 and point 2 is 690mm, determine the discharge in the system assuming a head loss of 600mm.
Situation 1: A pump draws water from reservoir A and lifts it to reservoir B as shown. The head loss from A to 1 is three times the velocity head in the 150-mm diameter pipe and the head loss from 2 to B is twenty-five times the velocity head in the 100-mm diameter pipe. The discharge in the pipe is 20 liters/second. EI. 240m B El. Om 100mm A O 150mm El. -20m 2. Find the power delivered by the pump in kW. 3. Calculate the pressure head at point 1 in meters. 4. Solve the pressure head at point 2 in meters.
Q1. A prismatie water tank with two inlet and two outlet pipes is shown below. Velocity distribution in pipe-1 is given by u (r)=Um(1-r'/R) where r is the radial distance, R is the radius of the pipe and Um = 0.5 m/s. Pipe-2 carries a mass flow rate of 9.42 kg/s out of the tank. Volumetric flow rate (discharge) in Pipe-3 is measured as 0.003 m/s into the tank. Determine the rate of change of water level in the tank if the average velocity of outflow in Pipe-4 is 3 m/s. Horizontal dimensions of the tank are 2x1 m, Rj = 0.1 m, R2 = R3 = R4 = 0.05 m. %3D !! 2 m ---- Pipe-3 h(t) Pipe-4 Pipe-2 R Pipe-1 u(r)
Q2) The network shown in Fig. using Hardy Cross method, find the discharge flow through cach pipe. All data of pipes in table below. Pipe No. AB ВС AC CD AD 100 L/s D(mm) 600 400 200 300 200 L (m) 300 250 250 300 250 30L/s 20 L/s 0.021 0.02 0.022 0.018 0.021 50 L/s
4. Water is flowing at the rate of 0.300m³ /s from A to B as shown. Compute for the flow in each pipe in liter/s and the total head loss. (assume f= 0.025 for all pipes). 100m - 200mm Q6 100m - 450mm 150m - 125mm 250m - 350mm 400m - 450mm 1 Q2 Q3 Q4 300m - 150mm Q5
Reservoir B in the figure receives 0.06 m³/s of flow. Determine the flow in line DC. Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m2/s Decimal Places required in the final answer: 3 El 100m A B 1500 m, 450 mm, f= 0.0225 El 82m 500 m, 250 mm f= 0.0178 D 750 m, 300 mm, f 0.0168