During a trip to the beach (Patm = 101 kPa), a car runs out of gasoline (density is 750 kg/m^3), and it becomes necessary to siphon gas out of another nearby car to a tank of a volumeof 4 litres using a hose whose cross-sectional area is 0.2 cm^2. The shown setting is used where L1=0.7 m and L2=2.2 m. Consider point 1 to be at the free surface of gasoline in thetank so that P_1= 1 atm, V_1 -= 0 since the tank is large relative to the tube diameter. Consider the gravitational acceleration to be 9.81 m/s^2. with the help of Bernoulli equation, thetime needed to fill up the tank in seconds is:Select one:O a. 14.56Ob. 26.51GasolinesiphoningtubeOC. 53.97L2GastankLIGas can During a trip to the beach (Patm = 101 kPa), a car runs out of gasoline (density is 750 kg/m^3), and it becomes necessary to siphon gas out of another nearby car to a tank of a volumeof 4 litres using a hose whose cross-sectional area is 0.2 cm^2. The shown setting is used where L1=0.7 m and L2=2.2 m. Consider point 1 to be at the free surface of gasoline in thetank so that P_1= 1 atm, V_1 ~= 0 since the tank is large relative to the tube diameter. Consider the gravitational acceleration to be 9.81 m/s^2. Using Bernoulli equation, the pressureat point_3 in kPa is:Select one:O a. 72.55Z3Ob. 122.34GasolineOC. 79.66siphoningtubeL2GastankL122Gas can/

Bernoulli's equation or energy equation for incompressible flow is given by, Pρg+V22g+Z=constant…

During a trip to the beach (Patm = 101 kPa), a car runs out of gasoline (density is 750 kg/m^3), and it becomes necessary to siphon gas out of another nearby car to a tank of a volume of 4 litres using a hose whose cross-sectional area is 0.2 cm^2. The shown setting is used where L1=0.7 m and L2=2.2 m. Consider point 1 to be at the free surface of gasoline in the tank so that P_1=1 atm, V_1 ~= 0 since the tank is large relative to the tube diameter. Consider the gravitational acceleration to be 9.81 m/s^2. with the help of Bernoulli equation, the time needed to fill up the tank in seconds is: Select one: O a. 14.56 Ob. 26.51 Gasoline Oc. 53.97 siphoning tube L2 Gas tank LI

During a trip to the beach (Patm = 101 kPa), a car runs out of gasoline (density is 750 kg/m^3), and it becomes necessary to siphon gas out of another nearby car to a tank of a volume of 4 litres using a hose whose cross-sectional area is 0.2 cm^2. The shown setting is used where L1=0.7 m and L2=2.2 m. Consider point 1 to be at the free surface of gasoline in the tank so that P_1=1 atm, V_1 ~= 0 since the tank is large relative to the tube diameter. Consider the gravitational acceleration to be 9.81 m/s^2. with the help of Bernoulli equation, the time needed to fill up the tank in seconds is: Select one: O a. 14.56 Ob. 26.51 Gasoline Oc. 53.97 siphoning tube L2 Gas tank LI

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

2.4) A pipe discharges 142 lps of water into a reservoir at a point 1.85 m below the water surface. At point A the diameter is 25.4 cm and the center of the pipe is 1.25 m above the water surface. At the discharge end the pipe is 30.5 cm. If the head loss from A to the reservoir is 0.7 m, determine the pressure in A.
A pipe with unequal ends is used to transport a fluid. The pipe diameter at the larger end is 0.67 cm and the other end is 0.29 cm. The larger and smaller ends are located 9 m and 3 m, respectively, from the datum line. If the flow at the 9 m datum line is 1.48 m/s and the pressure is 5156 kN/m2, compute for the pressure, in kPa, at the smaller end. Express your answer in 3 decimal places.
The bernoulli's equation between 2 sections in a flow channel, for ideal fluid is ___________ Total Energy available at section1 + Total Energy available at section 2 + Losses=0 Total Energy available at section1 - Total Energy available at section 2 =0 Total Energy available at section1 - Total Energy available at section 2 = Losses Total Energy available at section1 + Total Energy available at section 2 = Losses
Water moves through a constricted pipe in steady,ideal flow. At the lower point shown in the figure, thepressure is P1 = 1.75x104Pa and the pipe diameter is6.00 cm. At another point y = 0.250 m higher, thepressure is P2 = 1.20 x 104Pa and the pipe diameter is3.00 cm. Find the speed of flow (a) in the lower sectionand (b) in the upper section.(c) Find the volume flow rate through the pipe.Ans. ( (a) 0.638 m/s (b) 2.55 m/s (c) 1.80 x 10-3 m3/s ).
A 22 L kerosene tank is filled with 2 cm diameter hose equipped with a 1.5 cm nozzle meter If it takes 20 s to fill the tank, determine the pressure differnce indicated by the nozzle if Cd= 0.96. The specific gravity of kerosene is 0.82. (WITH FREE BODY DIAGRAM) CHOICES: a.10.8 kPa b.12.8 kPa c.11.8 kPa d.9.8 kPa
A pipe discharges 142 lps of water into a reservoir at a point 1.85 mbelow the water surface. At point A the diameter is 25.4 cm and the center of thepipe is 1.25 m above the water surface. At the discharge end the pipe is 30.5 cm.If the head loss from A to the reservoir is 0.7 m, determine the pressure in A.
A jet of water, issuing from sharp-edged vertical orifice under a constant head of 60 cm , has the horizontal and vertical coordinates measured from vena contracta at a certain point as 10. cm and 0.45 cm respevtively. Find Cc if Cd= 0.60.include your free body diagrama.0.612 b.0.962 c.0.98 d.0.623
Here, air (105 kPa) at 37 degrees celcius is flowing upward in a 6cm diamater inclined duct, at a rate of 90 L/s. In this case the density of air is 1.1 kg/m3. The diameter of the duct reduces to 4cm through a reducer and a pressure charge occurs. This pressure change is measured by a water manometer. The elevation difference between the points where the two arms of the manometer are attached is 0.2 meters. What is the differential height between the fluid levels in the two manometer arms?
In a horizontal pipe water flows at a rate of 9.1 L/s. Here, the pipe has two sections, one with a diameter of 10.16 cm and the other with a diameter of 5.08 cm, with a gradual smooth reducing section. In this case, a mercury manometer is used to measure the pressure difference. If friction is negligible how would I find the differential height of mercury between the two sections? If the manometer on the 5.08cm pipe section was replaced with a pitot tube how would the reading change? any help would be deeply appreciated
Provide complete solution and diagram for this problem. What is the equivalent head of 15cm mercury in water ? A. 10m B. 1.36m C. 2.04m D. 16.34m
Water flows through a pipe at 15 L/s as shown. If the gage pressure of 12.5 kPa, 11.5 kPa and 10.3 kPa are measured for P1, P2 and p3, respectively, what are the head loss between 1-3 in meters.
A horizontal water pipe diameter 15 cm converges to 7.5 cm diameter. If the pressures at the two sections are 4 kg/cm2, and 1.5 kg/cm2 respectively, calculate the flow rate of water.