Current Attempt in Progress Determine the elevation difference, Ah, between the water levels in the two open tanks shown in the figure below. Assume SG = 0.85. Ah= m 1 m SG Water 0.4 m Ah
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- A vertical 150 mm pipe leaves a water tank of surface elevation 24. Between the tank andelevation 12, on the line, 2.4 m of head are lost when 56 Fs flow through the line. If an openpiezometer tube is attached to the pipe at elevation 12, what will be the elevation of the watersurface in this tube?A concrete dam and the flow net are shown in the Figure below. The following parameter are-5 3 given as: Nd=12, Nf=3.8, k=2.6X10 m/sec, and Ɣsat=19.5 kN/m .a) Calculate the total quantity of water lost by seepage in m3/day.b) What is the water quantity for each flow channel?c) What is the reading of pizometer if its location 1.5 m above datum?d) What is the factor of safety against piping at the down stream?With an observation well situated is 69.7 ft away from the pumping well (which is pumping at the rate of 305 gal/min). The aquifer is confined, and the depth has been measured from well logs and is 150 ft. please show using this data how to calculate transmissivity (T), the hydraulic conductivity (K) and Storativity (S) for the aquifer. Thank You s (m) t (sec) 20.7 4074.3 30.76 6054.6 46.3 9054.6 67.33 13254.6 107.26 21114 152.67 30054 209.37 41274 305.38 60114 451.68 88914 671.44 132174 946.07 186234 1321.9 260214
- Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank. a) Determine the head loss in the “smooth” pipe in meters if the friction factor is 0.014. b) What gage pressure p1 in kPa, is needed to provide the given flow rate?*hydraulics *Use handwritten Water Flows uniformly at a steady rate of 0.40 m3/s in a very long triangular flume which has side slopes of 1:1. the bottom of the flume is on a slope of 0.006 and n=0.012. Determine the critical depth of flow Choices: A.) 0.504 m B.) 0.604 m C.) 0.704 m D.) 0.804 mQ1(b) Water flows through a pipe with a diameter of 2 m. Stagnation and static pressures measured by pitot tube are 0.3 m and 0.25 m of water, respectively. Calculate the velocity of flow
- Water flows in a 3.0-m wide rectangular channel at Q = 20 m3/s and d1 = 1.5 m. If the flowundergoes a hydraulic jump, calculate:a) depth after the jump, d2;b) velocity before and after the jump;c) Froude number after the jump Fr2;d) head loss, hL and percent dissipation of energy.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)Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized aire in the tank. a.) Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. b.) What gage pressure in p1 in kPa, is needed to provide the given flow rate?
- Two reservoirs are connected by a pipeline consisting of pipe 1, pipe 2, pipe 3connected in series with length of 170 m, 300 m, 210 m respectively. Thedifferent in water surface levels in two reservoirs is 12 m. The friction coefficientfor pipe 1, pipe 2 and pipe 3 are 0.0052, 0.005 and 0.0048 respectively. Based onTable 2 and the setting given, determine the flowrate of the flow if the entranceloss coefficient is 0.25 considering :(i) minor losses; and(ii) neglecting minor losses pipe 1 =230(mm) Pipe 2 =330(mm) Pipe 3 = 430(mm)3 - If the pitot tube is not perfectly aligned with the current direction, it produces errors in the measurements of static pressure and total (pool) pressure, Why? Explain. 4 — When flow velocity increases, it alters the shape of the flow velocity profile. ClarifyCompute for the Froude number when the velocity of flow is 2m/sec in a rectangular channel measuring 3 meters wide and 2 meters deep