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elcise .1S.3 pp69i-698. Figure 8.85 shows an old cylindrical bore- hole that has been filled in part with silt and in part with water. Before the hole can be redrilled the water has to be pumped to the surface. We wish to estimate the work (en- ergy) required for this purpose water? Ground level 50 mAy Silt Figure 8.83 (a) As a first approximation, assume that the silting has been uniform - as indicated in Figure 8.85 and that the water thus forms a right-circular cone of base radius 5 m and height 50 m. An element of work ΔW is the element of mass Δm times g times the height (h) raised. Here, g is the acceleration due to gravity, mass in kg and height in m. The height raised is h 50 -y. We require to calculate the element of mass. Consider an element of revolution about the y-axis. For this geometry, we use the disk method although we are integrating along y. Here, r is the radius (in m) and the element of volume Δ V is in m3. (i) Write down in terms of y the radius of revolution, r. Hence, we can deduce that the volume of the small element of water shown is 10 (Continued over the page.)

(i) The density of water is 1 kg/. Our element of volume is in m. By what factor do we multiply our element of volume to obtain an element of mass? That is since Δm = k Δ V, what is the value of k to keep mass (Am) in units of kg? Hence writed down the element of mass Δm in terms of y and Δυ. Substituting Am from Part () and h 50-y into AW Am g h and integrating over the 50 m, yields our estimate of the work (in J) required to raise the water to ground level; 10 Gii) Finally, itegrate Wi leaving the answer in the form kit g, giving ki correct to3 significant figures. (b) Surveying suggests that, while the water-silt boundary may still be regarded as having cylindrical symmetry about the y-axis of the original borehole, a more accurate pro- file can be obtained from the data given orn the right. Use this data, with Simpsons rule, to obtain a second approximation, W2 to the work re- quired. Give your answer in the form k2π g, giving k2 correct to 3 significant figures Depth below ground level Radius of waterim (50-y/m 4.7 4.3 10 15 20 25 30 35 40 45 50 3.9 3.3 2.8 2.0 1.2 0.3 0

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2 5208333, 0 MS(n Pons rule Here a20 , b:80 I 0 So 0 03a3 [3115-b+15431] -1,

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