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) 3 4.60 12 2.87 46 1.34 0.52 0.08 91 122 ata on semi-log scaie uSng ivATLAD, ) Determine transmissivity (T) in m²/d, hydraulic conductivity (K) in m/d, and the storage coefficient (S)
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- The Froude number of a subcritical stream at the end of a hydraulic jump in a horizontal rectangular channel is 0.22 The sequent-depth ratio of this jump is. (a)11.25 (b)15.25 (c)8.35 (d) 6.50Water flows at a rate of 0.0300m3/? from reservoir 1 to reservoir 2 through threepipes connect in series. If ? = 0.025 and neglecting minor losses, determine thedifference in water surface elevation.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
- A hydraulic jump occurs in a rectangular channel having a discharge of 3.45 m3/s of water per meter width. The approach depth is 0.745m Calculate the depth in the channel after the jump in m Group of answer choices 1.47 1.74 4.71 7.14A groundwater pump has an unknown discharge extraction rate from a confined aquifer. The thickness is 8mand K=40m/day. To estimate its flow rate, 2 observation wells were installed. The first well is 2.5km from thepump and another well 6.9km from the first well further. The observed drawdown from original water level of150m were 12m in the 1st well and 7m in the 2nd well. If the groundwater pump has a diameter of 0.80m:Determine how far in meters from the pump its influence or no drawdown effect on water table. the answer is 60,033.1092= please provide the solution so that we can understand how they get that correct answer thank youA permeability test was carried out from a well that sunk through a surfacelayer of loose sand. Figure below shows the arrangement of pumping wells, togetherwith relevant dimensions. Initially, the piezometric surface (ground water table) waslocated at a depth of 2.5m. When steady state was achieved at a pumping rate 38.5 m^3/hr, the following drawdowns were observed. Pumping well, d0 = 3.64mObservation well, d1=0.96mObservation well, d2 = 0.48m Calculate the coefficient of permeability of the sand in m/hr
- A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cd. Show fbd and solution a. 0.636 b. 0.629 c. 0.989 d. 0.98A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cc.CHOICES a.0.629 b.0.989 c.0.98 d.0.636A calibration test of a 2.5cm circular sharp-edged orifice in the vertical side of the large tank showed a discharge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measurement of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cd. answers: a.0.989 b.0.636 c.0.629 d.0.98
- A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cd. Answers: a.0.989 b.0.636 c.0.629 d.0.981. The following data are obtained from a cavity tube well:Discharge 0.062 m3Drawdown 5.3 mPermeability of the aquifer 62 m/dayDepth of cavity 23 cmRadius of influence 183 mDetermine the radius and width of cavity.A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cd, Cc, and Cv, Show a Diagram