Find H if pressure at A is 6psi and B is 2psi
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- 1. For the setup shown, calculate the pressure difference between points 1 and 2. 2 Oil Oil sg = 0.8 sg = 0.8 1m 2.3т »Hg Hg 0.7m 0.4m 0.8mA DrahmedsoilMechanicsnoteschapter5.pdf EMENT%20LURI/Downloads/DrahmedsoilMechanicsnoteschapter5.pdf of 62 Q 3.50 m 5.27 The dam shown in Figure is located on the anisotropic soil. The coefficients of permeability in the x and z directions are 5*107 and 1.8*10 m/s, respectively. Determine the quantity of seepage under the dam. Ans.: Nr = 3.25, Na = 12, q = 1.1 10 m/sec/m 15.00 m 1.00 m 3.00 m 8.00 m 33.00 m 8.00 m Soil Mechanics (177) Civil Eng. Dept, - College of Eng Assistant Prof. Dr. Ahmed Al-Obaidi 12:05 AM 4/12/2021 144 8. U. H. J. MISubjact: Data: An invertedu tube manometer is connected to two horizontal pipes A. and 8 threugh which water is flowing The vertical distance between axes of these pipes is 30 cM When an oil SG=0.8 îs uced as a Jauge fluid, the vertical heigh 15 of and equal t0 water columos in the two limbs are found to be the same 35 cm. Determine the difference Of pressure between the pipes. 0.8 Sp.gr. C. 30 cm 35 cm 35cm tWater 30cm water
- Question 5 A well pumping at 2180.4 m³/d has observation wells located 3, 12, 46, 91, and 122m away. After 0.14 day of pumping, the following drawdowns were observed: Distance (m) Drawdown (m) 4.60 3 12 2.87 46 1.34 91 0.52 122 0.08 data on semi-log scaie usiny ivATLAD, Determine transmissivity (T) in m?/d, hydraulic conductivity (K) storage coefficient (S) m/d, and theDirection: Choose A- When both statements are true; B- When both statements are false; C- When the first statement is true and the second statement is false; D- When the first statement is false and the second statement is true. Piezometrie surface Aquiclude Aquiler Aquiciade Reference Datum Based on the figure above, First Statement: When the reading on the piezometer A becomes less than that of piezometer B, the groundwater flow becomes from B to A. Second Statement: If another aquifer is present above the aquiclude layer that is above the aquifer, the reading on the piezometer A becomes less than that of piezometer B. O B OC O A Piczometer B1. THERE IS A LEAK IN A HORIZONTAL 300 MMDIAMETER PIPELINE. UPSTREAM FROM THE LEAK TWOGAGES 600 METER APART SHOWED A DIFFERENCE OF140 ???. DOWNSTREAM FROM THE LEAK TWO GAGES600 METER APART SHOWED A DIFFERENCE OF 126??? . ASSUMING ? = 0.025. HOW MUCH WATER ISBEING LOST FROM THE PIPE. show answer in litre per sec
- 1: 1,000 7 Depth to Groundwater 3- Well Well ID Y Elevation (m bgs) (m bgs) 2- MW-1 MW-2 105 103 109 25 28 6. 1-2X> 田1 MW-3 1 2 4 6. 7 8. 6. 10 11 12 14 15 X 6 cm Calculate the hydraulic gradient? (Answer should be a number, e.g. 0.280 or 2.80) 13 155 53/13 5 2.From the given profile levelling notes: STA BS FS IFS ELEV BM1 0.95 225.54 3.13 2.34 TP1 3.13 0.64 2.72 4 2.81 3.19 6. 0.55 7 0.85 ТР2 2.16 1.28 8. 0.99 9 1.23 10 21.7 11 2.83 ТРЗ 0.82 2.37 ТР4 1.35 3.54 12 3.66 BM2 1.24 a. What is the difference in elevation between 5 and 2? b. Calculate the elevation of TP2. c. Calculate the elevation of BM2.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
- Find the gage pressure at the bottom of the tank. Oil S=0.85 1.2 m Water 1.5 m Hg S=13.6 5 cm| Select one: O a. 24.72 kPa O b. 31.29 kPa O c. 91.42 kPa O d. 691.80 kPaFor the setup shown, Оpen Оpen Water h 4.9 in. 3.3 in. mercury (SG=13.6) 1.4 in.At point A where the suction pipe leading to a pump is 2. 50 meters below the pump an open manometer indicates a vacuum of 9 in. of mercury. The pipe is 125 mm in diameter, the discharge is 35 liters per second of oil (sp. gr. = 0. 80). Compute the total head at point A with respect to a datum at the pump. %3D