For a catchment isohyets are drawn and area is calculated using planimeter as shown in figure. The average precipitation over the catchment area is mm. A 55.06 mm B 62.53 mm C 75.53 mm D 71.31 mm A₁-40 sq. km A₂ = 62 sq. km P₁ = 50 mm A₂ = 65 sq. km P₂=75 mm P₁ = 85 mm A₂-70 sq. km P₁ = 110 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For a catchment isohyets are drawn and area is calculated using planimeter as shown in
figure. The average precipitation over the catchment area is
mm.
A 55.06 mm
B 62.53 mm
C 75.53 mm
D 71.31 mm
A₂ = 62
A₁-40 sq. km
sq. km
P₁ = 50 mm
A₂ = 65
sq. km
P₂=75 mm
P₁ = 85 mm
A₂-70
sq. km
P₁ = 110 mm
Transcribed Image Text:For a catchment isohyets are drawn and area is calculated using planimeter as shown in figure. The average precipitation over the catchment area is mm. A 55.06 mm B 62.53 mm C 75.53 mm D 71.31 mm A₂ = 62 A₁-40 sq. km sq. km P₁ = 50 mm A₂ = 65 sq. km P₂=75 mm P₁ = 85 mm A₂-70 sq. km P₁ = 110 mm
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