*Consider the map of three well locations shown in Figure 3.29. The hydraulic conductivity in the north-south direction is 20 m/day, and the hydraulic conductivity in the east-west direction is 5 m/day. Each well is screened in the same horizontal aquifer. The ground surface elevations and water depths at these wells are listed in Table 3.1. (a) Complete the table, listing the hydraulic head at each well. (b) Calculate the components of the specific discharge in the north- south and the east-west directions. North 1000 m A 1000 m Fig

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Hydraulic head and specific discharge

Table 3.1 Problem 5
Well Ground Elevation (m)
Depth to Water (m) Head (m)
A
102.45
11.59
В
98.73
10.23
105.65
13.19
Transcribed Image Text:Table 3.1 Problem 5 Well Ground Elevation (m) Depth to Water (m) Head (m) A 102.45 11.59 В 98.73 10.23 105.65 13.19
*Consider the map of three well locations shown in Figure 3.29. The
hydraulic conductivity in the north-south direction is 20 m/day, and the
hydraulic conductivity in the east-west direction is 5 m/day. Each well is
screened in the same horizontal aquifer. The ground surface elevations
and water depths at these wells are listed in Table 3.1.
(a) Complete the table, listing the hydraulic head at each well.
(b) Calculate the components of the specific discharge in the north-
south and the east-west directions.
В
North
1000 m
1000 m
Figure 3.29
Transcribed Image Text:*Consider the map of three well locations shown in Figure 3.29. The hydraulic conductivity in the north-south direction is 20 m/day, and the hydraulic conductivity in the east-west direction is 5 m/day. Each well is screened in the same horizontal aquifer. The ground surface elevations and water depths at these wells are listed in Table 3.1. (a) Complete the table, listing the hydraulic head at each well. (b) Calculate the components of the specific discharge in the north- south and the east-west directions. В North 1000 m 1000 m Figure 3.29
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