2- An inverted siphon required to pass canal discharge of under main road with 0.18mhead loss. The dimension of the siphon are (1.2*1.2) m. The arca in the canal is 7.2m?.Safety screen arc provided of cntry and exit. The two clbows has 22.5°. Find thedischarge of the canal. The length of siphon is 62m, f= 0.003, K1=0.2, K2-0.3,Kscreen 0.05, Kelbows-0.05.

The siphon dimension=1.2m x 1.2m, Area(A)=7.2 m2, Angle=22.5o, The length of siphon(L)=62 m,…

2- An inverted siphon required to pass canal discharge of under main road with 0.18m head loss. The dimension of the siphon are (1.2*1.2) m. The arca in the canal is 7.2m². Safety screen are provided of entry and exit. The two elbows has 22.5°. Find the discharge of the canal. The length of siphon is 62m, f-0.003, K1-0.2, K2-0.3, Kscreen 0.05, Kelbows-0.05.

2- An inverted siphon required to pass canal discharge of under main road with 0.18m head loss. The dimension of the siphon are (1.2*1.2) m. The arca in the canal is 7.2m². Safety screen are provided of entry and exit. The two elbows has 22.5°. Find the discharge of the canal. The length of siphon is 62m, f-0.003, K1-0.2, K2-0.3, Kscreen 0.05, Kelbows-0.05.

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

أنت الآن Q-2 Water flows through a vertical contraction (venturi) section. Piezometers are attached to the upstream pipe and minimum area section as shown. The velocity in the pipe is 3 mis. The difference in elevation between the two water levels in the piezometers is 15 cm. What is the velocity at the minimum 15 cm area? 3 mis II
A rectangular channel 4m wide has a modular venturiflume of throat width 1.8m.Find the discharge through the venturiflume,when the depth of water in the channel is 1.25m.Take C=0.9
The asphalt - lined trapezoidal channel carries 300 cfs of water under uniform flow conditions when S = 0.0015. What is the normal depth? Use n = 0.016. bo L 6 ft- Y'n 50°
Section-B A rough pipe of diameter 45 cm and length 500 m carries water at the rate of 0.4 m³/s. The wall roughness is 0.012 mm. Determine: (i) the coefficient of friction (ii) wall shear stress (iii) centre-line velocity (iv) velocity at a distance of 15 cm from the pipe wall Take d 210g10+1. +1.14
Design an inverted syphon required to pass canal discharge of 4.2 m³/sec under a canal with 0.3 m head loss. The velocity in the canal is 0.91 m/sec and depth of water is 1.5 m. Safety screens are provided at entry and exit. The inverted siphon has 22.5° elbows at each end. The total length of the syphon is 40 m. Manning's n conc.=0.012. Use (K entry entry = 0.2, K exit 0.3, K ns= 0.2 and K elbows=0.05) screens
Fluid mechanics, i need solutions in 10 minutes please. MCQ/The submerged sector gate AB shown in the figure is 1/9 of a circle radius 4 m. The length of the gate is 10 m. Determine the horizontal component of water pressure acting on the gate. A-262.874 kN B-162.328 KN C-324.260 KN D- 448.161 KN E- 591.263 KN F-392.273 kN G- 89.207 kN H-536.078 KN I-208.119 KN J- 490.984 kN K- 127.908 KN L- 113.001 KN
11- In an infinite two-dimensional flow filed, a sink of strength 3/2n m/s.m is located at the origin, and another of strength 4/2n m'/s.m at (2 , 0). What is the magnitude and direction of the velocity at point (0, 2). [0.429 m/s; -68.22°]
Q3/ Three opening of head regulator with 2 m each. The head between US and DS equals to 1.75 m. and the vertical opening of the gates is 2.5 m. if the water in the DS decreases by 0.25 m. Use cd as 0.62 and find the following: a- the vertical gate opening required to maintain the same amount of the discharge if the water level in the D/S decreases by 0.25 m b- the vertical gate opening required to maintain the same amount of the discharge if the water level in the U/S and D/S rise by 0.5 m
Water flows in the canal of trapezoidal cross section shown in Fig. The average velocity in the canail is 10.2 ft/sec. Determine the F, and R, for this flow. y= 5 ft 12 ft
2. A circular gate 1.5 m in diameter is inclined at an angle of 45 deg. Fresh water stands on one side of the gate to a height of 10 m above the center of the gate. The gate is hinged at the top, compute the required force normal to the gate at the bottom that will require to open it in KN 10 m AK 1.5 m
Water flows in the canal of trapezoidal cross section shown in Fig.. The average velocity in the canal is 10.2 ft/sec. Determine the F, and R. for this flow. y= 5 ft 40° 40° -12 ft-
Pipes 1, 2 and 3 are 300 m., 150 and 250 m. long and 25 cm. 12 cm. and 20 cm. diameter with friction factor f1, f2 and f3 equal to 0.019, 0.021 and 0.02 respectively and are connected in series. If the difference in elevation of the ends of the pipe is 10 m., what is the rate of flow in m3/sec? Neglect minor losses. a. 0.856b. 0.029c. 0.145d. 0.096