When the three reservoirs are connected by a pipeline as shown in the following figure, (1) use the Hazen-Williams formula, (2) use the Moody diagram to determine the flow rate from the three reservoirs when the illuminance of the tube is 0.05 mm. Here, CHW=120. 80m 100m A L=5000m, D=0.6m B L=4000m, D=1.2m L=3000m, D=0.8m J(표고 0) to 70m

When the three reservoirs are connected by a pipeline as shown in the following figure, (1) use the Hazen-Williams formula, (2) use the Moody diagram to determine the flow rate from the three reservoirs when the illuminance of the tube is 0.05 mm. Here, CHW=120. 80m 100m A L=5000m, D=0.6m B L=4000m, D=1.2m L=3000m, D=0.8m J(표고 0) to 70m

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

Two reservoirs are connected by two parallel pipes of equal length and of diameters 20 cm and 10 cm, as shown in the figure (not drawn to scale). When the difference in the water levels of the reservoirs is 5 m, the ratio of discharge in the larger diameter pipe to the discharge in the smaller diameter pipe is (round off to two decimal places) (Consider only loss due to friction and neglect all other losses. Assume the friction factor to be the same for both the pipes) Reservoir 15m 20 m 10 m Reservoir
A pipe having a length of 6 km and diameter 0.7 m connects two reservoirs A and B. If the difference between their water levels is 30 m, then the velocity in the pipe will be m/s. [Consider coefficient of friction = 0.024]
SITUATION 4. AN OIL WITH SG = 0.86 FLOWS THROUGH A PIPE 30in. IN DIAMETER AT 700gpm 5. Determine the average velocity in m/sec. Your answer 6. Determine the average flowrate in ft3/sec. Your answer
The figure shown below is a siphon discharging oil (s=0.9). The siphon is composed of 8 cm pipe from A to B followed by 10 cm pipe from B to C. The head losses are: 1 to 2 = 0.3 m 2 to 3 = 0.2 m 3 to 4 = 1 m Compute the discharge in Lit/s and determine the pressures at points 2 to 3 in kPa. 8 cm 10 cm Elev. 5 m в Elev. 3 m A Elev. o DATUM
6. Freshwater and seawater flowing in parallel horizontal pipelines are connected to each other by a double U-tube manometer, as shown in figure. Determine the pressure difference ?????? ?????−???? ?????= ?(kPa) between the two pipelines. Take the density of seawater at that location to be P = 1035 kg/m³. (2 decimal)
The circular water pipes shown in the sketch are flowing full. The velocity of flow (in m/s) in the branch pipe "R" is 1 V = 6 m/s dia = 4 m. R HE.... = ? V = 5 m/s dia = 2 m
Situation 2: Reservoir B in the figure supplies 560 liters per second to reservoirs A and C. For this problem, the following data are given: Pipe 1: D = 600 mm, L= 500 m Pipe 2: D = 800 mm, L 800 m Pipe 3: D = 400 mm, L = 800 m Assume f = 0.025 for all pipes. 4. What is the flow in pipe 1 in L/s? А. 179 5. What is the flow in pipe 3 in L/s? А. 179 В. 381 C. 182 D. 378 В. 381 C. 182 D. 378 6. What is the elevation of reservoir B in meters? А. 305 В. 275 С. 280 D. 302 В A El. 300 m Pipe 2 Pipe 1 Pipe 3 El. 277 m
Considering the system connecting the 4 reservoirs shown, determine the flow in each pipe using Hazen William's equation with C1 = 120 .
Considering the following figure with flow from A to D, compute the total head loss front A to D if the flow is 1700 liters per second. (PLEASE INCLUDE COMPLETE SOLUTION)
I need the answer as soon as possible
2.2. A pump adds 40 m against a closed delivery pump, 37 m at discharge of 170 L/s and 25 m at discharge of 340 L/s. a) Calculate the constants bl, b2 and b3 to describe the pump curve mathematically. b) Derive the equivalent pump curve for two pumps in parallel
From Figure 5, a horizontal pipe carries cooling water at 10° C for a thermal power plant. The head loss in the pipe is: 0.02(»v² hi = 2g Where, L is the length of the pipe from the reservoir to the point in question, V is the mean velocity in the pipe, and D is the diameter of the pipe. If the pipe diameter is 20 cm and the rate of flow is 0.06 m³/s, what is the pressure in the pipe at L = 2000 m? For water (10°C): y = 9810 N/m³. (418 kPa). Elevation = 100 m Elevation = 20 m L = 2000 m Figure 5