.14 X 10 1.26 x 10-11 2.69 x 10-8 1.26 x 10-4 2.40 x 10-4 1.26 x 10-9 4.79 x 10-

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.14 X 10 1.26 x 10-11 2.69 x 10-8 1.26 x 10-4 2.40 x 10-4 1.26 x 10-9 4.79 x 10-6 1.26 x 10-7 2.82 x 10-5 5.01 x 10-11 1.00 x 10s 7.41 x 101 2.51 x 10-9 2. 14 x 10-10 3.98 x 10-11 1.02 x 10-10 1.91 x 10-8 1.74 x 10-9 9.12 10-4 9.77 x 10-9 6. 17 x 106 River Feet 0 1000 2000 3000 4000 4926.1 4929.6 4932.4 4930.9 4936.6 4930.8 + 4936.3 4938.9 4936.0 4940.9 Figure 3.19 Measured hydraulic heads for a confined aquifer. ow te the 3.9. Figure 3.19 is a diagram showing measured heads for a confined aquifer. Hydraulic tests deter- mined that the transmissivity of the aquifer is 2000 m2/day. Draw contour lines of measured heads, and calculate the average hydraulic gradient in the aquifer and water discharge rate from the aquifer to the stream

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This is not at all understandlabe , I request you my child to provide information on better presentable way

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