Q3) a high level reservoir A supplies water through a pipe of 0.5m diameter 10 km long to a low level reservoir B. The difference in water level between the two reservoirs is 60 m.it is desired to supply water to the third reservoir C which is 100 m below the reservoir A, by a branch pipe taken from the main pipe 6 km from pipe entrance and run for further distance of 2 km. determine: (1) the diameter of the branch pipe in case that the discharge into each lower reservoir is the same.(2) Piezometric head at point D. (3) Draw the H.G.L.Take f = 0.032 for all pipes and neglect minor losses.

Q3) a high level reservoir A supplies water through a pipe of 0.5m diameter 10 km long to a low level reservoir B. The difference in water level between the two reservoirs is 60 m.it is desired to supply water to the third reservoir C which is 100 m below the reservoir A, by a branch pipe taken from the main pipe 6 km from pipe entrance and run for further distance of 2 km. determine: (1) the diameter of the branch pipe in case that the discharge into each lower reservoir is the same.(2) Piezometric head at point D. (3) Draw the H.G.L.Take f = 0.032 for all pipes and neglect minor losses.

Name: Q3) a high level reservoir A supplies water through a pipe of 0.5m di
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: Q3) a high level reservoir A supplies water through a pipe of 0.5m diameter 10 km longto a low level reservoir B. The difference in water level between the two reservoirs is60 m.it is desired to supply water to the third reservoir C which is 100 m b

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Water flows at the rate of 0.015 m/sec from open reservoir A to open reservoir B (both are large reservoirs that are open to the atmosphere) through two concrete (8 = 0.32 mm) pipes connected in series. If L1 = 800 m, Di = 16 cm, L2 = 200 m, and D2 = 8 cm, determine the difference in water surface elevations (Az) of the reservoirs. The coefficient of contraction (K.) is 0.36, the entrance coefficient is K = 0.5, the exit coefficient is K = 1.0, and assume fully turbulent flow (Xx = 9810 N/m?, Ku = 1.12 x 10-6 m²/s). You do not need to check if the assumption of fully turbulent flow is valid, just assume that it is valid. А Az =? Pipe 1 В Pipe 2 undefined
Determine the flow in L/s into or out of each reservoir in the pipe system shown; Use n = 0.011 for all pipes L=1200 m; L2= 900 m; La= 1500 m; Di= 30 cm; D; = 20 cm; D3 = 15 cm %3D %3D El 30 m El 24 m 1 El 15 m El 0 m B. 3.
B4. An orifice meter with orifice area 1039 mm2 is inserted in a pipe of area 2078 mm? .The pressure difference measured by a mercury oil differential manometer on the two sides of the orifice meter gives a reading of 60 cm of mercury. Find the rate of flow of oil of sp. gr. 0.9 when the co-efficient of discharge of the orifice meter = 0.52. (Enter only the values by referring the unit given. Also upload the hand written answers in the link provided) Head of water (in m) The discharge of water through pipe (in Litres/sec)
B4. An orifice meter with orifice area 878 mm2 is inserted in a pipe of area 1756 mm2 .The pressure difference measured by a mercury oil differential manometer on the two sides of the orifice meter gives a reading of 60 cm of mercury. Find the rate of flow of oil of sp. gr. 0.85 when the co-efficient of discharge of the orifice meter = 0.64. (Enter only the values by referring the unit given. Also upload the hand written answers in the link provided) Head of water (in m) The discharge of water through pipe (in Litres/sec)
B4. An orifice meter with orifice area 1072 mm2 is inserted in a pipe of area 2144 mm2 .The pressure difference measured by a mercury oil differential manometer on the two sides of the orifice meter gives a reading of 75 cm of mercury. Find the rate of flow of oil of sp. gr. 0.85 when the co-efficient of discharge of the orifice meter = 0.6. Head of water (in m) The discharge of water through pipe (in Litres/sec)
1- Calculate the water discharge in the following system (assume Ks=0.00004m, D=26 cm, v=1.07x106 m²/s and C₁=0.5 at the entrance). 700 m 60 m
1. Solve and draw the figures i. Water is flowing through a pipe having diameters 30 cm and 15 cm at the bottom and upper end respec- tively. The intensity of pressure at the bottom end is 29.43 N/cm² and the pressure at the upper end is 14.715 N/cm?. Determine the difference in datum head if the rate of flow through pipe is 50 lit/s. [Ans. 14.618 m] ii. The water is flowing through a taper pipe of length 50 m having diameters 40 cm at the upper end and 20 cm at the lower end, at the rate of 60 litres/s. The pipe has a slope of 1 in 40. Find the pressure at the [Ans. 25.58 N/cm²] iii. A pipe of diameter 30 cm carries water at a velocity of 20 m/sec. The pressures at the points A and B are given as 34.335 N/cm² and 29.43 N/cm2 respectively, while the datum head at A and B are 25 m and 28 m. [Ans. 2 m] lower end if the pressure at the higher level is 24.525 N/em². Find the loss of head between A and B.
2 1.3 m 1 3.3 m 6 cm - diameter 3 Group (A) Determine the discharge, the velocity of flow and pressure at the point (2)?
Water is to be moved from one large reservoir to another at a higher elevation as indicated in the figure below. The loss in available energy associated with 6.2 ft³/s being pumped from sections (1) to (2) is 61V²/2 ft²/s², where Vis the average velocity of water in the 8-in. inside-diameter piping involved. Determine the amount of shaft power required. Assume z = 56 ft. W shaft i 281.988 Section (1) be hp 8-in. inside- diameter pipe Pump Section (2)
HW. 2) An inclined rectangular gate AB (1.2 m height and 3.5 m width) is installed to control the discharge of water. The end A is hinged. Determine the force P normal to the gate applied at B to open it. Fr B 3m P d 1.2m Hinge Ус 30⁰ YR
210 KPa d. 244 KPa tatton V: An orifice 100 mm diameter was placed 0.82m above the ground at a vertical side of an upright cylindrical tank 2.50 m diameter. When opened, its jet hit the ground initially 1.90 m horizontally away from the orifice. The initial flow rate was 0.023m3/s when water surface was 1.2 m above the center of the orifice. 24. How long will it take the jet reach the ground? a. 0.51 scec b. 0.322 sec C. 0.409 sec d. 0.527 sec 25. Find the coefficient of velocity. a. 1.2 b. 0.82 C. 0.60 d. 0.96 26. Find the coefficient of contraction. a. 0.80 b. 0.63 c. 0.74 d. 0.57 he end by the nozzle and the total energy ected Situation VI: The pipe 60 em in lengar is co
Current Attempt in Progress The pump shown in the figure below delivers a head of 250 ft to the water. Determine the power that the pump adds to the water. The difference in elevation of the two ponds is 150 ft. Assume L= 200 ft, D=0.5 ft. - 1.0 Pump K - 1.5 ebow - 5.0 Pipe length - L Pipe diameter -D Pipe roughness -0 = 0.৪ ft-lb/s or i hp