A dam is used to store water, and a circular gate which is hinged at its bottom edge is used to control the flow as shown in figure 1. A pressure of 300 kPa is applied to the water free surface. For this gate, width = 1 m (in the direction of the page) , hị =1 m, and h2 = 6 m.
Q: Calculate the pressure differential of water across the surface of a spherical droplet of radius 200…
A:
Q: 4. A canal is cut into a soil as shown in the figure. Assume flow takes laterally and vertically…
A: (a) The formula to calculate the equivalent permeability in the horizontal direction through the…
Q: In the figure shown, determine the gage pressure at B when its absolute pressure is 290 kPa. Encode…
A: DETERMINATION OF GAUGE PRESSURE AT B ###
Q: Figure: 1. In the figure shown, a vertical triangular gate submerged in a certain liquid with s.g. =…
A:
Q: In the figure shown below, calculate the horizontal pressure, in psf, acting at the face of the dam…
A: To determine the horizontal pressure acting at the face of the dam at 6 m depth. The hydrostatic…
Q: Calculate the components of the hydrostatic force exerted by the water on a (1 m) width of the…
A: To find component of Hydrostatic force
Q: How do you calculate the pressure at the bottom of a column made of rock? The column is cylindrical…
A: Below procedure is a adopted
Q: An equilibrium liquid level condition is shown in the given figure. If additional 10 cm³ of water is…
A:
Q: 5.0m 2.0 10.0 m 2.5 8.0 m A cross section through an earth dam is shown in the figure. The earth dam…
A: Given, k=7×10-6 m/sec H=8 m a).Rate of flow through the dam q=KS S=D2+H2-D D=0.3L+x+5+10×2L=8×2.5=20…
Q: QI: In Figure below find the resultant pressure force and the depth of the centre of pressure on the…
A: area of the gateA=π4D-d2A=π44-0.92A=7.545 ft2specific weight of oilw=0.8×9.81w=7.848 KN/ft3distance…
Q: 1. A dam 15 m long retains 7 m of water, as shown in Figure. Find the total resultant force acting…
A: Total force can be calculated as the product of area of pressure diagram and length of dam. Center…
Q: The flow of water from a reservoir is controlled by a 1.5 m wide (width) rectangular gate hinged at…
A: The flow of water from the reservoir is controlled by 1.5 m wide L shape gate hinged at point A. The…
Q: 2. The figure shown below is a cross section of a concrete dam. The subsoil is anisotropic and has…
A: Given: The permeability in horizontal direction is 0.8 x 10 in/sec. The permeability in vertical…
Q: Problem 1. A water reservoir with dimensions of 10 x 10 × 10 m is connected to 3 pipes. Water is…
A: Given data: Dimension of the reservoir =(10 x 10 x 10)m water density = 1000 kg/m3 (Assumed) v1…
Q: Calculate the velocity and discharge of water through a rectangular channel of width 6 m and depth 3…
A: Given: Width, b = 6 m Depth, d = 3 m Slope of bed, i = 1/2000 Chezy's constant, C = 55
Q: A Pitot tube having a coefficient of Cy = 0.98 is used to measure the velocity of water at the…
A:
Q: The submerged sector gate AB shown in the figure is 1/9 of a circle of radius 4 m. The length of the…
A: Radius of the circle = 4mLenght = 10m19th part of circle = 360×19⇒ θ = 40°
Q: The flow of water from a reservoir is controlled by a 1.5 m wide (width) rectangular gate hinged at…
A: The resultant hydrostatic force acting on the reservoir is calculated as,
Q: Determine the vertical pressure in N/sq. meters due to a column of water 85 meters high. Choose the…
A:
Q: From the figure below, assume 8 K1 = K2 = 4 K3 = 2 K4 and that layer 2 and 3 are of equal heights.…
A: k1 = 4.6 x 10-2 cm/s
Q: In figure 4, determine the pressure head difference in feet of water between m and n, when z is…
A:
Q: Q3(b) A pitot tube and a piezometric tube are installed in a horizontal pipe adjacent to each other,…
A:
Q: As illustrated in the figure, an inclined circular gate with a diameter of 1.7 meter has water on…
A:
Q: A dam is having a curved surface as shown in the figure. The height of the water retained by the dam…
A: To find the resultant force subtract the magnitude of the smaller force from the magnitude of the…
Q: A rectangular tank 4 m long, 1.5 m wide contains water up to a height of 2 m. Calculate the depth of…
A:
Q: From the figure below, assume 8 K1 = K2 = 4 K3 = 2 K4 and that layer 2 and 3 are of equal heights.…
A:
Q: The submerged sector gate AB shown in the figure is 1/6 of a circle of radius 4 m. The length of the…
A: Given Data: Length of gate is L=10 m. Height of gate is H H=4 mtan60°=4×0.866=3.464 m
Q: As illustrated in the figure, an inclined circular gate with a diameter of 4.4 meter has water on…
A: Given: The diameter of the gate is 4.4 m. The value of a is 3.3 m.
Q: EX: A piezometer and a Pitot tube are tapped into a horizontal water pipe to measure static and…
A: Consider the diagram of the system shown below.
Q: For the below figure, find pressure head, total head, datum head at point A. Assume velocity head is…
A: Given: The seepage length is 5m. Consider the figure.
Q: PROBLEM 8 The two pistons in the figure below are moving to the left. Piston A has a speed twice as…
A:
Q: In figure 5, determine the pressure head difference in feet of water between m and n, when z is: (a)…
A:
Q: Task 1: A dam is used to store water, and a circular gate which is hinged at its bottom edge is used…
A:
Q: For the manometer in the figure, determine the difference in gage pressures between points A and B
A: Write the pressure equilibrium equiation between A and B ·When Going down the sign is positive…
Q: Q.2. A 6-m deep tank contains 4 m of water and 2 m of oil as shown in the figure-2 below. I.…
A: The exerted to the tank due to the liquid present is hydrostatic pressure, this pressure increase…
Q: Q.2. A 6-m deep tank contains 4 m of water and 2 m of oil as shown in the figure-2 below. I.…
A: Note- We’ll answer the first question since the exact one wasn’t specified. Please submit a new…
Q: n the crest gate on a dam shown in the figure, surface AB forms the arc of a circle of 6 m radius…
A: Figure is as shown
Q: From the figure below, assume 2 K1 =1.2 K2 = 2.7 K3 = 3 K4 and that layer 2 and 3 are of equal…
A: i = ∆h/z = {28-(12+4)}/(8+12+10) = 0.4 PA = 28 cm (a) PB = PA - i x zAB = 28 - 0.4 x 8 = 24.8 cm (b)…
Q: QI: In Figure below find the resultant pressure force and the depth of the centre of pressure on the…
A: Diameter of the Circular section, D= 4ft Area of the Circular section,A1 =π4D2=π4×42=12.56ft2…
Q: The submerged sector gate AB shown in the figure is 1/8 of a circle of radius 4 m. The length of the…
A: Given Data: Length of gate is L=10 m. Height of gate is H H=4 msin45°=2.828 m
Q: The submerged sector gate AB shown in the figure is 1/8 of a circle of radius 4 m. The length of the…
A:
Q: 6.2 At the concrete dam bottom shown in the figure, a pipe of diameter d takes water through a water…
A:
Q: A piezometer and a Pitot tube are tapped into a 4-cm diameter horizontal water pipe, and the height…
A: Velocity at the center of pipe (V) : V =2gh h is the height of the water columns g is the…
Q: A vertical triangular gate with water on one side as shown in figure below. Determine the location…
A:
Q: The submerged sector gate AB shown in the figure is 1/5 of a circle of radius 4 m. The length of the…
A: Solution Given Data The length of the gate= 10 m Radius= 4 m
Q: In the figure below, the velocity at point A is 18 m/s. Determine the velocity at B in m/s. Use the…
A: Given data: Velocity at point A=18 m/s Unit weight of water=9.807 kN/m3 It is required to calculate…
Q: Q 1: Find the value of pressure of CONFINED WATER at each of the points A and B and their…
A: Given data Radius Height of water column We will use hydrostatic law to find pressure
Q: As illustrated in the figure, an inclined circular gate with a diameter of 4.6 meter has water on…
A:
Q: Assuming frictionless, incompressible, steady-state, one-dimensional flow of water through the…
A: Solution: Given Data: Absolute pressure at section 1=214 kpaThe speed of flow at section 1 =10…
Q: X = 8 m, Y= 6 m, and Z = 3 m, what is the pore water pressure at point C to the nearest decimal?…
A: In soil due to its self-weight, there shows a soil pressure that is stress on soil for that bulk…
Step by step
Solved in 3 steps
- **I have solved 5.20 and found s = .007. the question i need help with is as follows: Determine the change in pressure head (in m) in the aquifer if 1,320,000 cubic meters of water are extracted from the aquifer, assuming an area of 1200 km26. Freshwater and seawater flowing in parallel horizontal pipelines are connected to each other by a double U-tube manometer, as shown in figure. Determine the pressure difference Pfresh water- Psea water= ?(kPa) between the two pipelines. Take the density of seawater at that location to be P = 1035 kg/m³. (2 decimal)6. Freshwater and seawater flowing in parallel horizontal pipelines are connected to each other by a double U-tube manometer, as shown in figure. Determine the pressure difference ?????? ?????−???? ?????= ?(kPa) between the two pipelines. Take the density of seawater at that location to be P = 1035 kg/m³. (2 decimal)
- A water reservoir of 300 (Height) x 300 (width) x 500 (depth) m has its free surface at 250 m above a bottom outlet orifice of 500 mm in diameter. The velocity coefficient of the orifice is 0.96 and the coefficient of contraction of the flow through the orifice is 0.6. Assume that the reservoir has a cubic shape. Q1. Calculate the velcoity of water in the reservoir when it starts to empty (m/s)If a steel rectangular gate (see Figure 1) of 1.0m wide by 1.66 m high, is located in the wall of a reservoir. It is hinged at the top and acts as a relief valve such that when the water level reaches 1.35m above the top of the gate the gate starts to open allowing water to leave the reservoir. If the gate is inclined at 66º to the horizontal, and the density of steel is 7600 kg/m3, determine the thickness of the gate.Given:(2 decimal places) h = 1.4 H = 1.1 m K = 4.87 x 10-2 cm/sec θ = 14° L = 36 m a.)Find the hydraulic gradient. b.)Compute the cross-sectional area of the figure in m2. c.)Solve the rate of flow in m3/hr.
- A right circular cylindrical tank container, 2m in diameter and 4m high is 1/2 full of water. When rotated about its vertical axis at the rate of 60 rpm:A.) How many meters will the water surface drop at the center of the vessel? B.) What is the pressure, in kPa, at the base of the container along the perimeter? C.) What is the volume, in m^3, of the paraboloid formed by the rotation of the vessel? (Show complete solution)A slurry behaving as a pseudoplastic fluid is flowing through a smooth round tube having an inside diameter of 5 cm at an average velocity of 8.5 m/s. The density of the slurry is 900 kg/m3 and its flow index and consistency index are n=0.3 and k=3.0Ns0.3/m2. Calculate the pressure drop for 50 m length of vertical pipe with the flow moving against gravity.A sluice gate, as shown in figure 01, is used to control the upstream water level in a3 m wide rectangular channel The water discharge in the channel is 15 m3/s. Explain the terms superclitical, subcritical and criticaL
- A 3 ft diameter log with specific gravity of 0.82 divides two shallow ponds as shown in the figure. If log is 12 ft long. Use unit weight of water = 62.4 lb/ft³. Compute the following. A. Horizontal and vertical reaction at point C (include direction) B. Resultant reaction force (include direction) C. Angle of resultant reaction forcedetermine the flow that comes out into the atmosphere in F, tabulate and plot the hydraulic gradient line of the system shown. Ya= 11m diameter 2= 18 cm L2= 85 mThe flow of water from a reservoir is controlled by a 4-m-wide L-shaped gate hinged at point A as shown in the figure. If it is desired that the gate open when the water height is 5 m, determine the weight W.