A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. What is the elevation of reservoir C? Neglect minor losses and assume f=0.20 for all pipes. Select one: O a. 192.74 m O b. 160.25 m O c. 166.30m O d. 176.13 m

A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. What is the elevation of reservoir C? Neglect minor losses and assume f=0.20 for all pipes. Select one: O a. 192.74 m O b. 160.25 m O c. 166.30m O d. 176.13 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

Determine the elevation of the upstream reservoir (A) in Figure P4.1.2 if the downstream reservoir(B) is at 750m, the flow rate ((water at 20 ℃) through the smooth concrete pipeline is ,1.2m^3/secgiven the following: pipes 1 and 2: 100m long (D=0.5m) valves 1–2: fully open globe valve expansion 2–3: D=0.5m to 1.0m pipe 3: 100m long (D=1.0m) pipe 5: 50m long (D=0.5m) pipe 6: 50m long (D=0.5m) confusor 4: loss coefficient of 0.3 bend 5–6: loss coefficient of 0.2
A pipeline leads from one reservoir to another which has a water surface 10 m lower.For a discharge of 1.0 m^3/s, determine the head loss in meter. a.10 b.8 c.9 d.12
Reservoir A is at elevation 240m. From Reservoir A, a 450mm pipe, 600m long connects to point B at elevation 210m. The discharge on this 450mm diameter pipe is 200 liters/second. At point B, it divides into a 300mm pipe, 3900 m long to Reservoir C at elevation 195m and into Reservoir D at elevation 135m, which is 1200m long. Neglecting minor losses in the pipes, calculate the diameter (in mm) of the pipe that discharges into Reservoir D. Use f = 0.02 for all pipes. Round off your answer to a whole number.
In a rectangular channel, the depths of flow before and after the hydraulic jump are respectively 0.2 m and 1.2 m. What is the energy loss in the jump?
The reservoir's water flow traverses a 15-meter-long spillway, lowering the water's height from 83 meters to 81.5 meters, with the crest elevation at 80 meters, in 30 minutes. Apply C = 1.84. A) What is the reservoir's area?B) How long does it take to extract water from an elevation of 83 m/80.2 m? C) After 20 minutes, what is the water's ultimate elevation?
Three reservoirs A, B and C whose water surface elevations are 60ft, 50ft and 32 ft respectively, are interconnected by a pipe system with a common junction at elevation 35ft. All pipes have a frictional factor of 0.020 and are as described as follows 1. Illustrate the problem 2. What is the direction of flow into reservoir B? 3. Determine the flow from reservoir B in ft^3/s. Indicate if it is Toward or away from junction D. 4. Determine the flow from reservoir C in ft^3/s. Indicate if it is Toward or away from junction D.
A semi-circular flume 1.2m in diameter is used to carry a flow of 1.75m^3/s when flowing full. If n=0.012, what is the head loss for every 1 km of pipe? use manning's Formula.
A 40 cm diameter pipe 600 m long carries 260 liters per second of water from reservoir A, discharging into two pipes each 500 m long. One pipe is 30 cm in diameter and leads to reservoir B, in which the water surface is 5 m lower than in A. If the water surface in reservoir C is 10 m lower than that at reservoir A, determine the diameter of the pipe leading to reservoir C. Use Darcy-Weisbach formula with f = 0.022.
For the three-reservoir problem shown , the flow through pipe 2, from Dto B, is 3.0 CFS. a) Find the head loss in PIPE 2. b) Determine the flow in pipe 3 (in cfs) and is directed from where? c) What is the length(in feet) of pipe 1 from reservoir A?
A suppressed weir is located at the end of a square tank (s=3.05 m) and height h=10 m. If the initial head on the weir is 0.610 m, how long will it take for 3.54 m3 of water to run out of the tank? (cw= 1.85)
A 170-m long pipeline, composed of two pipes connected in series, discharges freely at a point 40 m below the water level at intake. The pipe projects into the reservoir. The first 100 m is 25 cm in diameter, and the remaining 70 m is 15 cm in diameter. Assuming that f=0.05 for both pipes, (a) find the rate of flow. If the junction of the two sizes of pipe is 25 m below the intake water-surface level, find the pressure head just above C and just below C, where C denotes the point of junction. Assume a sudden contraction at C. Use k=0.8 for entrance, 0.24 for sudden contraction and 1.0 for exit. I will downvote the incorrect solution
Three reservoirs are connected at a junction, P, as shown. Reservoir A, whose surface elevation is at 60.0 metersfrom a given datum, discharges water at a rate of Q1 to junction P. Reservoir B, whose surface elevation is at 20.0m, then receives water from the junction at a rate of Q2, while Reservoir C, whose surface elevation is at 0.0 m,then receives water from the same junction at a rate of Q3. The head loss as fluid travels through the pipe fromreservoir A to the junction is hL1. The head loss as the fluid travels from the junction to reservoir B is hL2 and thehead loss as the fluid travels from the junction to reservoir C is hL3. (a) Setup the continuity equation at the junction.(b) What is the total head loss, in meters (give the numeric value), as water travels from reservoir A to reservoir B?(c) Similarly, what is the total head loss, in meters (give the numeric value), as water travels from reservoir A toreservoir C?