Q3: The ground level of iigation project is measured at (100OX) points out of 1500 points. It is found that the mean of the levels equal to 26.59m. If the standard deviation of ground surface is 2.45m, find the interval of 95% confidence of the ground surface level of this project (with and without replacement). How many of elevations required to measure that gives an error not more than (0.4m) with 95% confidence. X=0.74
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- If the grid spacing of a finite difference 2D groundwater model with a regular grid (Ay = Ax) is halved how wound that affect the truncation error: O a. No effect as the truncation error is not real. b. It would reduce the truncation error by a factor of four. O c. It would halve the truncation error. O d. It would increase the truncation error by a factor of four. Clear my choiceIn the two-peg test method of a dumpy level, the following observations were taken. What is the difference in elevation between A and B in meters? * Instrument near A 1.455 2.341 Instrument near B 0.978 Reading at A Reading at B 1.957 0.933 0.887 0.949 O 0.8713.758 m 1.424 m 1.511 m 4.753 m 3.943 m 3.941 m 2.163 m 1.571 m. TBM 120.73 m Figure 1 Levelling data Figure 1 shows the levelling activities at a project area for the client Chegg Inc. You are assigned to analyse the data by establishing a table for the calculation of reduced level and a simple checking to validate the measurement.
- Solve Problem 6.8 using Eqs. (6.14) and (6.29).In a two peg test using model Wild NA2 dumpy level, the following observations were taken: Instrument at C Instrument at D Rod reading on A 1.103 m 0.568 m Rod reading on B 0.991 m 0.289 m Point C is equidistant from A and B and D is 12m from A and 72m from B. What is the true difference in elevation between A and B? With the level in the same position at D, to whatrod reading on B should the line of sight beadjusted? What is the corresponding rod reading on A for ahorizontal line of sight with instrument still at D?Point A has an elevation of 216.612 m above a vertical datum, and the point B is situated on the opposite sides of a busy twelve-lane highway (44.4 m width). For stability of both point locations are designed one meter away from each edge of the highway. From the measurement, the following results are obtained: Instrument setup at station 1 (A side of highway): Staff reading on A = 0.673 m Staff reading on B = 2.416 m Instrument setup at station 2 (B side of highway): Staff reading on B= 2.992 m Staff reading on A = 1.254 m Based on the description above, choose a proper measurement method used in surveying to realize the elevation at point B? Justify your answer.
- For Flow Characterisitc (Enternce Effect) Why did we record the Pitot-Static tube velocity at mutiple points travesing the diameter as opposed to recording a centerline reading only? why was not the linear regression applied to all of the data? (It should not have needed to be applied to all the data)In a two peg test using model Wild NA2 dumpy level, the following observations were taken: Instrument at C Instrument at D Rod reading on A 1.103 m 0.568 m Rod reading on B 0.991 m 0.289 m Point C is equidistant from A and B and D is 12m from A and 72m from B. What is the true difference in elevation between A and B?H.W2 o HW (2)for fig.below find the average depth of p.p.t use theissen polygon method and r = 6km ? S4€ 108.45 mm 81 81.76 mm 88.5 mm S5 83 76.2 mm S2 95.2 mm R = 6 Km
- 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.include your free body diagrama.0.636 b.0.98 c.0.629 d.0.989A 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.0.98A 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 Cd, Cc, and Cv, Show a Diagram