Two vertical tanks are connected near the bottom by a short tube having a cross sectional area of 0.08 m². The cross sectional areas of the tanks are 10 m? and 5 m respectively. The tank contains water with the water surface in the larger tank 10 m above the tube and in. the smaller tank 3 m above the tube. Assume a constant discharge coefficient of 0.66. Find the discharge from the bigger tank to the smaller tank assuming constant head in L/s 619 O 564 O 438 493

Two vertical tanks are connected near the bottom by a short tube having a cross sectional area of 0.08 m². The cross sectional areas of the tanks are 10 m? and 5 m respectively. The tank contains water with the water surface in the larger tank 10 m above the tube and in. the smaller tank 3 m above the tube. Assume a constant discharge coefficient of 0.66. Find the discharge from the bigger tank to the smaller tank assuming constant head in L/s 619 O 564 O 438 493

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

Water is pumped from reservoir A through 1850 m pipeline 600 mm across a valley to a second reservoir C. the water surface elevation of reservoir A is at elevation 61 m and that of C is at elevation 91m. If during pumping, the pressure at B which is located midway of the 600 mm pipe and at elevation 30 is 100 kPa. Compute the flow rate and the horsepower exerted by the pump if f = 0.02.
Water at 15°C (? = 999.1 kg/m3 and ? = 1.138 × 10−3 kg/m·s) is flowing steadily in a 30-m-long and 6-cm-diameter horizontal pipe made of stainless steel at a rate of 10 L/s. Determine (a) the pressure drop, (b) the head loss, and (c) the pumping power requirement to overcome this pressure drop.
A cylindrical tank 1 m diameter and 3 meter high contains 1m of water, 1.2 m of oil (SG=0.8) and air under a pressure of 15 kPa. Find the discharge through a 5 cm diameter orifice 30 cm above the bottom of the tank, if c=0.61
Total head (energy) is constant along a pipe system and is 25 m. At Point B, the flow rate is 1.2 m3/s where the rectangular pipe has a height of .5 m and a width of .4 m. What is the static head at Point B, in m?
SITUATION 8: Two vertical tank, one is 5 m in diameter and the other is 8 m in diameter are connected by a short tube having a cross-sectional area of 0.004 sq.m with C= 0.60 located at the bottom portion when the tube is closed, the water surface in the smaller tank is 10 m higher than that in the bigger tank.24. Determine the discharge in the tube immediately after it is opened.a. 6.33 L/s b. 2.65 L/s c. 56.2 L/s d. 33.6 L/s25. Determine the time elapsed for the water surface in each tank to be at the same level. a. 4800 s b. 8400 s c. 3087 s d. 7830 s26. Determine the time elapsed for the difference in the water surface to be 4 m.a. 3087 s b. 8400 s c. 4800 s d. 7803 s
1. A long siphon connected at the side near the bottom of the reservoir discharges water through a nozzle 200mm by 50 mm creating a jet. Various points were identified located along the siphon: Point A is located after the reservoir connection, Point B is 4 m above Point A, Point C is 3 m above Point A, and Point D is 1 m below Point A and located before the nozzle. Determine the flow in m3/s along the siphon and the pressure in kPa at Point A, Point B, Point C, and Point D. Consider that the level of the reservoir is same with Point C. Assume no head loss along the siphon. 2. Two interconnected pipes A and B with 300 mm and 200 mm diameter, respectively, carries a flow of 0.116 m3/s. Determine the velocity in m/s of pipe A and pipe B. If pipe B was replaced with 400 mm diameter, determine the velocity in m/s of pipe B. 3. The 500 mm diameter pipe conveys treated water to supply a municipality with a demand of 40 MLD. Determine the head loss in meter if the length of the pipe is 10 km…
A reservoir discharges a liquid to the atmosphere through a horizontal of pipes. Thepipeline consists pipe A (D= 10 cm & L = 25 m) and pipe B (D= 12 cm & L = 35 m) areconnected in series. The water level in the tank is 10 m from centreline pipe entranceand f = 0.02 for both pipe. Calculate the discharge by considering all losses.
Q3/ The water levels in the two reservoirs A and B are 104.5 m and 100 m respectively above the datum. Pipe joins each to a common point D, where pressure is 98:1 kN/m”*2 gauge at above the joint point D and height is 83-5 m above datum. Another pipe connects D to another tank C. What will be the height of water level in C assuming the same value of ‘f’ for all pipes. Take friction co-efficient f = 0-0075. The diameters of the pipes AD, BD and CD are 300 mm, 450 mm, 600 mm respectively and their lengths are 240 m, 270 m, 300 m respectively. 100 m Your answer
Water is pumped from the reservoir with a surface elevation of 200 m across the valley to another reservoir of surface elevation 216 m through a pipe line of 1300 m long and 30 cm diameter if during pumping the pressure is 5.6 kg/cm2 at a point half way along the pipe and at an elevation of 168 m. Compute the discharge and power of the pump taking friction factor as 0.02 neglect minor losses.
A vertical circular tamk is 1.5 m high, has sloping sides. The tank is 50 m and 30 m in the top and bottom diameter respectively. Discharge takes place through a triangular orifice situated at the bottom of the tank. The orifice has a base of 0.8m long , o.5m below its vertex. If the tank is originally full of water , what time is required to empty the tank? Take discharge coefficient as 0.63
Two reservoirs are connected by three pipes. laid in parallel. The pipes diameters are respectively 10cm, 20cm and 30cm and they are of the some length. If discharge through 10cm pipe is 0.1 m3/s, calculate the discharge through the larger pipes. Assume the friction coefficient ‘f’ to be same for the pipes.
H1. A rectangular tank 3.6 m long and 1.8 m wide is divided into two parts, by a vertical dividing plate so that the capacity of one portion is twice that of the other. The dividing plate has a hole 25 mm square near the bottom, forming a submerged orifice. At first the level of the water in the larger portion is 1.8 m above that in the smaller. Determine the time taken for this difference of level to be reduced to 0.9 m. Cd=0.6