Find pressure at 10 m depth
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- Consider the uniform flow of water in a wide channel with a velocity of 8 m/s and flow depth of 0.8m. Water flows over a 30-cm-high bump. Determine the change in the water surface level over thebump and flow over the bump is subcritical or supercritical.Your answer should include the following: B 2.1 Assumptions to be made to determine changes in the water surface levelover the bumpB 2.2 Determine flow over the bumpB 2.3 Observations and commentsA vertical semicircular area of diameter d and radius r is submerged and has its diameter in a liquid surface. Derive an expression for the depth to its centre of pressure * 0.489r O 0.589r 0.689r O 0.789rQuestion 2 Refer to Figure 2 below. If the water surface elevation in reservoir B is 110 m, what must be the water surface elevation in reservoir A if a flow of 0.06 m³/s is to occur in the cast-iron pipe (ks = 0.26 mm)? The kinematic viscosity of water at 10°C = 1.3x10-6 m²/s. Ignore all minor headlosses. Elevation = ? Water T= 10°C Elevation = 110 m B L= 150 m D = 15 cm Cast-iron pipe L=100 m, D = 20 cm, cast-iron pipe Figure 2
- If the coefficient of permeability for the soil is estimated to be k 1⁄4 0.05 cm/s, what is the average or discharge (Darcy) velocity of flow through the soil (the soil is located between points B and D) in cm/s? Use the format 2.222 x 10^(-4)Calculate the discharge of water flowing at a uniform flow depth 0.482 m along a rectangular channel of width 2.6 m. The elevation of the channel bed drops by 3.5 mm for every meter of channel. The height of the roughness projection is 1.5 mm. The channel carries water with a kinematic viscosity of 1 x10-6 m²/s. Q= 2.1726 m³/sQ=25m^3/s b= 4m Yu=6m Fgd=500kn
- w=15 kN/m L=6 mCompute the Darcy velocity and seepage velocity for water flowing through a sand column with the following characteristics: K = 10-4 cm/s, dh/dl = 0.01, area = 75 cm², n = 0.30.Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. *12.9517*99.9358*30.4889*39.5136 What gage pressure p1 in kPa, is needed to provide the given flow rate? *1121 kPa*1692 kPa*1328 kPa*1725 kPa Please answer with complete and detailed solutions. thank you. ASAP
- PROBLEM 3: A reservoir with a 3,400m? area is underlain by layers of stratified soils as depicted in the figure shown below. Compute the coefficient of permeability in m/hour. a. 0.0385 m/hr c. 0.0145 m/hr average vertical b. 0.0295 m/hr d. 0.0545 m/hr Water reservoir 15m k, = 5 cm/hr L= 4m k, = 2 cm/hr L2= 3m k, = 2.5 cm/hr L3= 2m k, = 3 cm/hr La=8m IMPERMEABLE LAYER FIGURE 55-09(1)SO6Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank. Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014 *12.9517*99.9358*30.4889*39.5136 What gage pressure p1 in kPa, is needed to provide the given flow rate? *1121 kPa*1692 kPa*1328 kPa*1725 kPa5. (Randall 6-16): A small submarine that displaces a volume of 15 m^3 issubmerged in seawater with a salinity of 34 ppt and a temperature of 16oC. The water density is given approximately by the equationρ = 1001.52 – 9.10 x 10^-3 T2 – 4.09 x 10^-3 TS + 8.24 x 10^-1 S kg/m3Determine the weight of the submarine when T is in degrees Celsius and S is in parts per thousand.