A right circular cone, 4 m in diameter at the base and 4m high, is surmounted by a right circular cylinder ofdiameter 4 m and height4 m. The tank used for storingwater has an opening at the vertex of the conicalhaving an area of 1,000 cm, through which the contentis discharged for cleaning purposes. If C = 0.60, findthe time required to empty the tank, assuming it is fullof water at t=0,11.part

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Answered: A right circular cone, 4 m in diameter…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Situation 3: A tank with a frustum of a cone having its bases horizontal and axis vertical is 4 m high and is filled with water. It has diameter of 3 m at the top and 1 m at the bottom. The bottom contains orifice whose average coefficient of discharge is C = 0.63 35. What is the size of the orifice that will empty the tank in 7 mins and 20 seconds 100 mm diameter 75 mm diameter 50 mm diameter 125 mm diameter 36. Determine the time to needed to drop the water level to 3 m 255 seconds 120 seconds 350 second 145 seconds 37. Determine the depth of water after one-half of its content is discharge through the orifice. 2.00 m 2.15 m 2.56 m 2.82 m 38. How long it will take to discharge one-half of its initial volume? 260 seconds 244 seconds 200 seconds 168 seconds
Que. 5.6 A centrifugal pump having an impeller of 35 cm outside diameter rotates at 1000 rpm. The vanes are radial at exit and are 7 cm wide. The velocity of radial flow through the impeller is 3 m / sec. The velocity in the suction and delivery pipes are 2.5 m/s and 1.5 m / s respectively. Neglecting frictional losses determine the height through which pump lifts the water and the horse 3 - power the pump
A cast iron pipe having a diameter of 100 mm is used to fill the cylindrical tank with water at T = 25° C. The pipe has a total length of 50 m. Suppose that h = 25.5 m. 1.11 1 Neglect minor losses. Use the equation = -1.8 log [(F) ¹ 3.7 (Figure 1) + 6.9 Re Part A Determine the required power output of a pump necessary to fill the empty tank to a depth of 3 m in 6.5 min. Express your answer to three significant figures and include the appropriate units. Wout = A 5708 KW = Submit Previous Answers Request Answer Provide Feedback X Incorrect; Try Again; 5 attempts remaining ?
What is the gauge reading p₂ in mm of mercury in the below figure ? The turbine develops 370 kW , when a discharge of 2 m³ / sec is flowing through it . Explain
The water stored under 500 kPa air pressure is discharged through the hole in the bottom of the tank. Calculate the time required to drain half the water in the tank. (pwater = 1000 kg / m3, Patm = 100 kPa, D1 = 2 m, D2 = 10 cm) 1. P1 = 500 kPa 3 m Water
Find the discharges in pipes 1, 2, and 3 in the reservoir system shown. The junction loss occurs for both flow from 1 to 3 or from 2 to 3. 50 m D; =0.3m L = 200m 20 m & =1mm D =0.5m 4=500m 4=1 mm p=999.1kg/m u=0.001139 kg / ms K=0.5 Kes =1 D=0.9m L =800 m Jnction Om 6=1mm
Illustrate the diagram
3. Determine the resultant of the three forces acting on the dam shown in the figure and locate its intersection with the base AB. Required: Resultant and its intersection with the base AB Solution: P-10,000 lb -24,000 f F-6000 tb
Three reservoirs A, B and C are connected by a pipe system shown in the figure below. If the rate of flow from the reservoir A is 55 l's, and the coefficient of friction (F) for all pipes is 0.015. Find the piezometric head at point D A L2=600 m d2=20 cm D Q1=0.055 m/s L1=1200 m d1=30 cm 28 m 30 m
Three liquids given the following properties are poured into the cylindrical container with a diameter of 3 meters and a height of 6 meters. First fluid poured: sg = 1.0 , V = 17.6715 m^3 Second fluid poured: sg = 0.81 , V = 10.6029 m^3 Third fluid poured: sg = 2.94 , V = 7.0686 m^3 Assuming that the container is closed after pouring the fluids and the stable state in the container is reached, determine the pressure at the height of 4-m from the bottom of the tank
Length of pipe from Reservoir A = 600 m Diameter of pipe from Reservoir A = 450 mm Discharge from Reservoir A = 0.25 m^3/s Length of pipe that leads to Reservoir B = 450 m Diameter of pipe that leads to Reservoir B = 300 mm Length of pipe that leads to Reservoir C = 450 m *The water level of Reservoir A is 4.5 meters higher than that in Reservoir B* *The water level of Reservoir A is 6 meters higher than that in Reservoir C* *For all pipes, assume f = 0.02* What is the diameter of the cast-iron pipe that leads to reservoir C?
The water tank has a diameter of 750mm , a height of 1750mm to which the Initial height of water was 5 cm. If water was to be filled 90% of height and the water meter initial reading is 2000L, a. what is the final reading of the water in L b. Find the mass of water tank if its initial weight is 45 kg

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