A cylindrical tank having a diameter of 1.5 m and a height of 4 m. is open at one end and closed at the other end. It is placed below the water surface with its open end down. Determine the value of h in meters indicated in the figure below if the depth of water inside the tank is 1.8 meters. Assuming absolute pressure is 101.325 kPa. w.s V h Air 2.2 meters 1.8 meters O a. 5.49 O b. 8.45 O c. 3.18 o d. 1.50

A cylindrical tank having a diameter of 1.5 m and a height of 4 m. is open at one end and closed at the other end. It is placed below the water surface with its open end down. Determine the value of h in meters indicated in the figure below if the depth of water inside the tank is 1.8 meters. Assuming absolute pressure is 101.325 kPa. w.s V h Air 2.2 meters 1.8 meters O a. 5.49 O b. 8.45 O c. 3.18 o d. 1.50

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

At point A where the suction pipe leading to a pump is 2. 50 meters below the pump an open manometer indicates a vacuum of 9 in. of mercury. The pipe is 125 mm in diameter, the discharge is 35 liters per second of oil (sp. gr. = 0. 80). Compute the total head at point A with respect to a datum at the pump. %3D
Observation wells A and B are located in the direction of flow, Water level in well A is Ha and in well B is Hb. Point C is between AB and on the AB line. What is the height (m) of water level at point C? (There is no pumping here. Wells are for observation only) Ha, m 66 Hb, m cm/s 50 Hydraulic conductivity, K 0.02 AC, km 1.3 Determine the Darcy velocity (cm/s) for water flowing through a sand column with the following characteristics: Hydraulic head drop cm BC, km 6 0.5 The sand column length cm 55
A pressure gage at elevation of 12m at the side of the tank containing liquid reads 100 kPa. Another gage at elevation 7 m reads 140 kPa. Compute the specific gravity of the liquid. L00 kPa - EL. 12 Sm 140 kPa - El. 7
Two tanks A and B have 80 m diffenence in water levels, and are connected by a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 35 1/s flow rate. Determine the leaving tank А? discharge Find the discharge entering tank B? Coefficient (Tank Exit) = 0.5 %3D Coefficient (Tank Entry) = 1 %3D ha %3D A he 80 m Q1
The total length of pipe connecting the two reservoirs is 100m. The pipe 250mm-diameter pipe delivers Q = 150 lit/sec of water. Hazen-Williams coefficient of the pipe is 120. If the difference in elevation of water surfaces at reservoir A and reservoir B is 147 meters;
AcynuiICai laiik i lavilig a ulalTititi u1 ZII and height of 4m is open at one end and closed at the other end. It is placed below the water surface with its open end down. What is the value of h if the depth of water inside the tank is 1.8m? Assuming that atmospheric pressure is 101.5 kPa. 2.2 4m 1.8 2 m Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m Decimal Places required in the final answer: 3
Situation 1: In the pipe system shown, the velocity of water in pipe A is 1 m/s. The friction factor f = 0.02 for all pipes. a. Determine the discharge in pipe B. b. Determine the velocity in pipe C. c. Determine the headloss in pipe E. d. Determine the difference in elevation of the two reservoirs. Water D A 300 m 200 mm D 300m 500 mm Diom 600m 300mm Diam 300m 300mm D B 800 m 300mm Diam E
A liquid whose specific gravity is 2.0, is flowing in a 150mm diameter pipe. The total head at a given point was found to be 17.5m. That point is 3m above the datum and the pressure in the pipe is 65.6KPA. Compute the discharge in that point of the pipe. A) 29.05 L/s В No Answer among the choices 32.56 L/s D 24.31 L/s E 19.28 L/s
4.80 Water (p = 62.4 lbm/ft³) flows from the large orifice at the bottom of the tank as shown. Assume that the flow is irrotational. Point B is at zero elevation, and point A is at 1 ft elevation. If VA = 4 ft/s at an angle of 45° with the horizontal and if VB = 12 ft/s vertically downward, what is the value of PA - PB? Answer B Vertical Problem 4.80 45°
A 60 mm dia. siphon is drawing water from an oil reservoir as shown. If the head loss from 1 to 2 is 1.40m and from 2 to 3 is 2.30 m. Find the velocity of flow at point 3. 60mm ø 1.8m 4.2m Oil (0.85)
A cylindrical tank having a diam. of 4 m/s and 8 m is full of water. There is an orifice at the bottom of the tank having an area of 0.02 m2. The tank has a coefficient of discharge of 0.60. a. How long will it take to empty the tank? b. How long would it take to lower the water surface from 8 m to 4 m. c. Compute the coeff. of dischage C if it takes 501.83 sec to lower the water surface from 8 m. to 3 m.
A pump is discharging 12 lit/sec ofwater through 100mm diameter smooth steel pipe. When the pump is 720 kPa, the discharge pipe is at a point 540m distant from the pump and 45m higher in elevation. a. What is the velocity of flow on the discharge side of the pump? b. Assumingf= 0.025, compute the head loss of the pipe. c. Compute the pressure expected in the discharge pipe. 2 45 m 540m - 100mm dia