[In a river basin a station A was in operative during a storm, while stations B, C, D and E, surrounding A were in operation, recording 74 mm, 88 mm, 71 mm and 80 mm of monthly rainfall. The coordinates of the stations B (9, 6), C (12, -9), D (-11, -6), E (-7, 7) and also is given in the figure below. Estimate the missing monthly rainfall of station A by the inverse distance method.] Ans: P,= 77.53 mm -20 E(-7,7) -10 D(²11,-6) 10 5 A -5 -10 B(9,6) 10 C(12,-9) 20

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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[In a river basin a station A was in operative during a storm, while stations B, C, D and E,
surrounding A were in operation, recording 74 mm, 88 mm, 71 mm and 80 mm of monthly
rainfall. The coordinates of the stations B (9, 6), C (12, -9), D (-11, -6), E (-7, 7) and also is
given in the figure below. Estimate the missing monthly rainfall of station A by the inverse
distance method.]
Ans: P = 77.53 mm
-20
E(-7,7)
-10
X
D(²11,-6)
5
A
-5
-10
B(9,6)
10
C(12,-9)
20
Transcribed Image Text:[In a river basin a station A was in operative during a storm, while stations B, C, D and E, surrounding A were in operation, recording 74 mm, 88 mm, 71 mm and 80 mm of monthly rainfall. The coordinates of the stations B (9, 6), C (12, -9), D (-11, -6), E (-7, 7) and also is given in the figure below. Estimate the missing monthly rainfall of station A by the inverse distance method.] Ans: P = 77.53 mm -20 E(-7,7) -10 X D(²11,-6) 5 A -5 -10 B(9,6) 10 C(12,-9) 20
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