b) A 1000 m long pipeline is connecting two reservoirs having a difference of water level of 16 m. The pipe raises to a height of 3 m above the upper reservoir at a distance of 400 m from the entrance before falling to the lower reservoir. If the water elevation in upper reservoir is 200 m and the diameter of the new cast iron pipe is 0.5 m, (i) Calculate discharge through the pipe (neglect minor losses) using Darcy's equation. (ii) Draw HGL and TEL for the pipe system (iii) Either analytically or graphically estimate the pressure at the highest point of the pipe.

b) A 1000 m long pipeline is connecting two reservoirs having a difference of water level of 16 m. The pipe raises to a height of 3 m above the upper reservoir at a distance of 400 m from the entrance before falling to the lower reservoir. If the water elevation in upper reservoir is 200 m and the diameter of the new cast iron pipe is 0.5 m, (i) Calculate discharge through the pipe (neglect minor losses) using Darcy's equation. (ii) Draw HGL and TEL for the pipe system (iii) Either analytically or graphically estimate the pressure at the highest point of the pipe.

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

Solve this figure using method of joints
Dicuss one way shear
REFERENCE DATA -2 5 -1 -2 -3 C= 4 D= -1 -1 -1 4 1 1 -6 -1 -1 a. det(A^T) * b. det((C^-1)^T) *
H.W.5: Plate Giver Vo = 3 mls do = 2.5 cm 3ocm negleet frictoon W= ? ;
The assembly is subjected to a vertical shear of V=55 kip Figure B- 2 in. 0.5 in. 0.5 in. 6 in.. 2 in. 0.5 in. 6 in. < 1 of 1 0.5 in. 0.5 in. Part A Determine the shear flow at point A (Eigure 1) Express your answer with the appropriate units. 9A= Submit Part B μA 9B = Value Request Answer HÅ Determine the shear flow at point B Express your answer with the appropriate units. Value lb in ● Submit Request Answer - 1) ? B ? lbin-1)
ASAP dont round off initial values, round off final ans only
Calculate the resultant force acting on the curved surface BC. Assume section is 4m perpendicular to the paper. List the given, required, graph and box the final answer
What is the reaction force at joint A and I. What is the C or T, the X and Y components, the length and the load of each member. Also when you put the answers could you put it like it is on the image.
Find the value of Ray and Rby
can someone help me with this thank you I also added the sheet we are using in class. thank you again