Q₁: A uniformly packed U-shaped soil column has just touching constant free watersurface at point A. The water level was maintained at level A. At steady state flowwater dripped from the column at the lower opened end at point D. The weight matricpotential at point D is -50cm H₂O. Find the weight hydraulic potential components :matric potentil(), pressre potential(,), gravitational potential(,)and total potentail(,) at points A, B,C and D

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Answered: Q: A uniformly packed U-shaped soil…

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

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PROBLEM S5.3 A thin spherical vessel 1 m in diameter and 12 mm thick is filled with water. More water is pumped in until the pressure reaches 4 MPla. How much extra water is required to reach this pressure? (E = 205 GPa; v = 0.25; K = 2 GPa) [Ans. 1.526 x10-3 m³] Pause Brea Lock Pg Up Num Lock Home Insert
3. Reciprocal of the density 6. The intensity of the molecular attraction per unit length along any line in the surface 7. weight per unit volume 9. It is either positive or negative, depending upon whether its level is above or below the atmospheric pressure reference produced by the attraction of the water molecules to a solid surface 4. The pressure in the ideal gas law must be expressed as 5. It is used to indicate the normal force per unit area at a given point acting on a given plane within the fluid mass of interest 8. The ratio of the density of the fluid to the density of water at some specified temperature 10. mass per unit volume TASK 2: SOLVE PROBLEMS INVOLVING THE PROPERTIES OF FLUIDS. Multiple Choice. Instructions: Select the correct answer for each of the following questions. Put a check mark on letter/s corresponding to the correct answer/s. STRICTLY NO ERASURES ALLOWED. 1. The correct units on viscosity are: (A) kg/(s · m) (B) kg · m/s (C) kg · s/m (D) kg · m/s2 5. Two…
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3. Find the horizontal reaction force from the stopper required to hold the gate in place: wall- hinge Rectangular gate, 7m wide stopper- 3m 5m air water
A circular tank of radius (3) m, the hole has radius (0.004) m and initial height of the water when the hole is opened is (8) m: Find 1- The equation of depth with respect to time? 2- The required depth at time (40) min?
1. A bubble (assuming perfectly spherical) was released from a depth of 120m in the body of water by a fish. Having its temperature constant while it travels from the depth of release to water surface, solve for the following: a. kPaabs when released b. bubble diameter at 60m depth c. bubble diameter at the water surface h2=60m h,=120m SG=1.03
Q:: A quarter circle gate AB of 1.5 m radius and 3 m wide, hinge at B, find the vertical force F exerted on A. 1 m Hinge B Water Smooth boundary r= 1.5 m
2. Estimate the vacuum pressure that should be created by a suction pump in order to lift a ground water which is 10m below the level ground. Neglect the effect of pipe friction. Draw the figure or free body diagram, and explain its step by step solution. 3. Supposed that air (std.) has a uniform density of 1.2kg/m^3, estimate how high (meters) above the sea level where there exists a zero pressure. Assume that in the given condition, barometric pressure at sea level is 101.325 kPa. Draw the figure or free body diagram, and explain its step by step solution.
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Consider a geyser that shoots water to a height of 28 m into the air.Density of water, rho = 1000 kg m-3, acceleration due to gravity, g = 9.81 ms-1, atmospheric pressure, Patm = 101250 Pa. How fast is the water traveling when it emerges from the ground, If the water originates in a chamber 44 m below the ground, what isthe pressure there (consider there is NO friction within the chamberand that the water can be considered to be stationary)?
draw fbd
Answer with True or False of the following question: (7M 1. Water flows steadily down a vertical pipe of constant cross section. Neglecting friction, according to Bernoulli's equation, velocity decreases with height. 2. A liquid in an open right circular cylinder is given rigid body rotation about the axis of the cylinder. The pressure distribution in any vertical plane is uniform. 3. A curved surface is submerged in a static liquid. The horizontal component of pressure force on it is equal to the pressure force on a vertical projection of the surface. 4. A U-tube manometer measures the difference in total energy between two points.

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