d)Find the pressure (in Pascals) at the bottom at timet = 100 s =Water flows into a tank and out through another pipe, asshown in the figure below. The water in the tank has asurface area, Asur f 5.6 m². At the bottom of the tankthere is a door inclined at an angle = 25 degrees withrespect to the horizontal. The door has a length L = 1.1 mand a width w=1 m (out of the page).The flowrate into the tank is Q₁ (t)flowrate out is Qo(t) = 0.05 m³/sAt time t =Asurf=0.26 m³/s and the0, the water has a depth ho = 2.5 m.The density of water is p = 1000 kg/m³.Өh(t)Qout

Given:Surface area, Asurf=5.6 m2Inclination angle of door, θ=25oLength of the door, L=1.1 mWidth of…

Water flows into a tank and out through another pipe, as shown in the figure below. The water in the tank has a surface area, Asur f 5.6 m². At the bottom of the tank there is a door inclined at an angle 0 = 25 degrees with respect to the horizontal. The door has a length L = 1.1 m and a width w =1 m (out of the page). The flowrate into the tank is Q; (t) = 0.26 m³/s and the flowrate out is Qo(t) = 0.05 m³/s At time t = 0, the water has a depth ho = 2.5 m. The density of water is p = 1000 kg/m³.

Water flows into a tank and out through another pipe, as shown in the figure below. The water in the tank has a surface area, Asur f 5.6 m². At the bottom of the tank there is a door inclined at an angle 0 = 25 degrees with respect to the horizontal. The door has a length L = 1.1 m and a width w =1 m (out of the page). The flowrate into the tank is Q; (t) = 0.26 m³/s and the flowrate out is Qo(t) = 0.05 m³/s At time t = 0, the water has a depth ho = 2.5 m. The density of water is p = 1000 kg/m³.

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

The flow rate of water through the pipe system shown in the figure is 25 lit/s under the total head loss of 10m. Assume C = 120 for all pipes. Determine the total head lost and the diameter of pipeline C. Line A L=250m, D=150mm Line B L=270m, D = 150mm L = 200m, D = ? Line C Line D L=500m, D=200mm
P = Patm 1 V = 7.3 m/s Flow k = 0.96 ft water 2 3 Density of water 1000 kg/m Determine the pressure at the point 3? Group (C)
please solve it fast l will put like
8. In the figure below a manometer uses oil with specific gravity of 0.8. (a) Calculate the discharge when R = 1 ft. (b) Repeat the problem if the pipe is inclined at 30° upward. oil R 6" 3" -- 6"
answer fast
The water flow between large tanks is steady and steady, and the pipe diameters are indicated in the figure. Calculate the height of ha when hb = 2 m according to the figures given in the figure.(g = 9.81 m/s2 , density of water 1000kg / m3.)
Water flows steadily through the elbow, placed horizontally on the surface shown in figure. Determine the force kN needed to hold the elbow in place. (NOTE: Pwater = 1000 kg/m) -5m 45 cm -30kPa P-250 Pa 25 cm A-170 AP K-15 ms 20 cm
6- Determine the type of flow in the water conveying pipe with a diameter of (20 cm) connected to a Vinguri scale with a neck diameter of (5 cm), where the reading of the manometer connected to the two ends of the scale was (Hg 15 cm). Note that: the density of mercury (gm/cm3 13.6) and the scale constant is 1
Water is stored in a tank sketched in the figure below to support the demand of a nearby community area.The system is designed so that pressure at the location B always lies in the range of 330 to 440 kPa (gauge).Water demand fluctuates between 0.3 and 1 m3/s regardless of pressure at B. The supply pipe of 600 mmdiameter and 1 km length between A and B is made of steel and has the equivalent sand roughness of 1 mm.Although not shown in the figure, the supply pipe has five 90◦ bends, each having the head loss coefficientof 0.8. The figure shows that the bottom end of the tank is located 42 m above the ground, and the pipe isburied 1.5 m below the ground. A pump system regulates so that the tank keeps the same water level all thetime. Assume water at 20◦C, and air in the storage tank has the atmospheric pressure. To meet the designcriterion for pressure at B, what should be the depth of water h in the storage tank?
2. Oil with a S.G. pf 0.82 is flowing in a pipe under the condition below (see figure). If the total head loss from point 1 to point 2 is 3 ft, find the pressure at point 2 in PSI. Note: cfs = cubic ft per sec Point 1 D₁ - 6 km P₁-65 pal 0 Q-2.08 efs Q-2.08 efs Point 2 D₂ - 9 in 10.70 ft 4.00 ft Reference datum
P = Patm 1 Vį = 6.9 m/s Flow h = 0.89 ft water 2 Density of water = 1000 kg/m³ Determine the pressure at the point 3?