ELEV. = 65m A ELEV. 32m L- 1500m 2 - 1400m D- 750mm Q= 1.2 m3/s D= 600mm ELEV. - ?? L= 1800m D= 450mm A three reservoir problem shown in the figure with their corresponding length and diameter. Assuming that each pipe has f= 0.02 and discharge at pipe 1 is 1.2 ma/s, determine the elevation of the surface of reservoir C No answer among the choices B 31.23 m 21.14 m 28.82 m 25.73 m F 18.96 m

ELEV. = 65m A ELEV. 32m L- 1500m 2 - 1400m D- 750mm Q= 1.2 m3/s D= 600mm ELEV. - ?? L= 1800m D= 450mm A three reservoir problem shown in the figure with their corresponding length and diameter. Assuming that each pipe has f= 0.02 and discharge at pipe 1 is 1.2 ma/s, determine the elevation of the surface of reservoir C No answer among the choices B 31.23 m 21.14 m 28.82 m 25.73 m F 18.96 m

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

4. Two reservoir A and B, feed a third reservoir C as shown in figure. Assuming constant water level in the figure and making use of the data given in the table below. Compute the discharge in each pipe. Use conventional solution. EL 205 m EL 130 m 2 EL 192 m Q₁ = 0.3963 m³/s, Q₂ = 0.4550 m³/s, Q3 = 0.8513 m³/s Pipe 1 2 3 n 0.011 0.014 0.017 Diameter Length (mm) in (m) 400 500 800 1800 2000 4000
(b) Calculate the discharge from a tubewell of 20-cm diameter penetrating fully into a confined aquifer of 20-m thick and having a permeability of 40 m/day. The drawdown in the well is 3 m and zero drawdown at 300 m from the well. If the diameter of the well is doubled, find the percentage increase in the yield, the other conditions remaining the same. State the assumptions in the formula you use. Ans: (1303.7 lpm)
SITUATION 2: Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: Elev 80 ha hez Elev 70 B 4000 m- 250 mm f-0.018 he 3500 m f- 0.018 Elev 60 Pipe 1: L= 5000 m, D = 300 mm Pipe 2: L= 4000 m, D = 250 mm Pipe 3: L= 3500 m 5000 m - 300 mm f= 0.018
Situation 3: Three pipes of different lengths and diameters connected in series as shown discharge 0.160 m'/s. Determine the difference in elevation between the two reservoirs. Neglect minor losses. H What will be the diameter of a single pipe that can replace all the three Pipe1 Pipe 2 Pipe 3 pipes? It shoud carry the same discharge and incur the same total head loss. Assume that the distance between reservoir is constant. L- 800 m D- 45 cm f- 0.012 L-1500 m L- 1800m D- 90 cm D- 60 cm 1-0.012 f-0.012
Problem P64 Extending the previous problem. The same two pipes connect two reservoirs as shown on the figure. 100 m Ans: z = 79.337 m Pipe #1 L = 5000 m D 800 mm C = 120 Pipe #2 L = 3500 m D = 1500 mm C = 80 B Determine the elevation of the free surface in Tank B if the total discharge into Tank B is 5.00 m³/s. Adopt a non-iterative approach when solving this problem. Neglect all local losses
ELEV. = 65m A ELEV. = 32m в 1 L = 1500m 2 L = 1400m D = 750mm Q = 1.2 m3/s D = 600mm ELEV. = ?? D L= 1800m D = 450mm A three reservoir problem shown in the figure with their corresponding length and diameter. Assuming that each pipe has f = 0.02 and discharge at pipe 1 is 1.2 m3/s, determine the elevation of the surface of reservoir C A) 21.14 m В 25.73 m C) 31.23 m 28.82 m E No answer among the choices F 18.96 m
12. For the Dam shown in the figure a) Draw the flow net in the soil under the dam b) Calculate q per unit width c) State the assumptions associated with the use of flow nets calculations. 100 m 50 m asl V Dam K = 10-4 ms¹ Impermeabl
Water at 20°C is pumped at a rate of 15 L/s into a reservoir as shown in the Figure below. Between the pump and the reservoir is 150 m of 100 mm diameter PVC pipe, and the water surface elevation in the reservoir is 8 m above the centerline of the inflow pipe. The roughness height of the PVC pipe can be assumed to be negligibly small. Estimate the gauge pressure (kPa) on the downstream side of the pump. 15 L/s 133 120 111.7 131.5 Pump P - 150 m. 100 mm Reservoir 8m
If the water surface elevation in reservoir B is 110 m, what must be the water surface elevation in reservoir A if a flow of 0.03 m^3/s is to occur in the cast iron pipe. Use f= 0.0021 for all pipes. Include minor losses. (DO NOT ROUND OFF)
gle.com/u/0/c/MZE4MZY1MDM1NJ15/a/MzQ5Nzg10TcyOTM0/details jpg. Z, = ? Yol = 8.82 kN/m3 Z = 2. = 130 m 60 m- 7 m 130 m If oil flows from the upper to lower reservoir at a velocity 1.58 m/s in the 15 cm diameter smooth pipe, what is the elevation of the oil surface in the upper reservoir? Activat Go to Set
9.) Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P whose elevation is 366 m. reservoir A is at elevation 933 m and reservoir B is at elevation 844 m. the properties of each pipe are as follows: L1= 1500 m, D1= 600 mm, f1= 0.02; L2= 1000 m, D2= 450 mm, f2= 0.025; L3= 900 m, D3= 500 mm, f3= 0.018. A pressure gage at junction Preads 4950 kPa. What is the flow in pipe 3 in m3/s and the elevation of reservoir C. Subject: Fluid Mechanic Lesson: Conservation of Energy Fluid Flow in Pipes
Problem: Three pipes of different length and diameters connected in series as shown discharges 160 liters per second. If the roughness coefficient n = 0.012 and disregarding minor losses. Determine the head loss in pipe 2. A (1) B (2) (3) D 450 тто, 180 m 300 тто, 1500 т 250 тто, 800 т