You are given the following information for the three reservoir system given below. All pipes are 28 cm in diameter, ks=1 mm. Pipe 1 is 95 m long, Pipe 2 is 125 m long and Pipe 3 is 160 m long. The water surfaces of the reservoirs are located at the following levels with respect o a datum: Reservoir 1: 25m; Reservoir 2: 115 m; Reservoir 3: 85 m. Reservoir 3 Reservoir 1

You are given the following information for the three reservoir system given below. All pipes are 28 cm in diameter, ks=1 mm. Pipe 1 is 95 m long, Pipe 2 is 125 m long and Pipe 3 is 160 m long. The water surfaces of the reservoirs are located at the following levels with respect o a datum: Reservoir 1: 25m; Reservoir 2: 115 m; Reservoir 3: 85 m. Reservoir 3 Reservoir 1

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

Explain and give complete solution and clear
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 5 m 20 cm 10 cm ļ Reservoir
Three Decimal Places Only
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 5 m 20 cm 10 cm ļ Reservoir
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?
Example 12.3. A small reservoir has a spillway crest elevation 200.0 m. Above this elevation, the storage and outflow from the reservoir can be expressed as: Storage: S=36000 + 18000y m³, Outflow Q=10y m³/s, where y is height of water above spillway crest in m. Route an inflow hydrograph which can be approximated by a triangle as: 1=0 at t=0, 1=30 m³/s at t=6 h and I = 0 at t = 26 h Assume at t= 0.y=0 and use At = 2 h
DRAW AN ILLUSTRATION OF THE FIGURE. SHOW COMPLETE AND DETAILED SOLUTIONS.
HYDRAULICS Convert all units in SI. Round off to 2 significant figures. Use Francis Formula. A sharp-created weir 3.0 ft high extends across a rectangular channel, 20 ft wide, in which there is 100 cfs flowing. Determine the depth of water upstream from the weir.
Two reservoirs are connected through a homogeneous and isotropic aquifer having hydraulic conductivity (k) of 25 m/day and effective porosity (n) of 0.3 as shown in the figure (not to scale). Ground water is flowing in the aquifer at the steady state. Reservoir 1 30 m 10° 5m Aquiclude Aquifer 2 km Datum K= 25 m/day n = 0.3 10 m Reservoir 2 If water is reservoir 1 is contaminated then the time (in days, round off to one decimal place) taken by the contaminated water to reach to Reservoir 2 will be
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.
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
Length of pipe from Reservoir A = 600 m Diameter of pipe from Reservoir A = 450 mm Discharge from Reservoir A = 0.25 m^3/s Length of pipe that leads to Reservoir B = 450 m Diameter of pipe that leads to Reservoir B = 300 mm Length of pipe that leads to Reservoir C = 450 m *The water level of Reservoir A is 4.5 meters higher than that in Reservoir B* *The water level of Reservoir A is 6 meters higher than that in Reservoir C* *For all pipes, assume f = 0.02* What is the diameter of the cast-iron pipe that leads to reservoir C?