1.7 The plan area of a reservoir is 1 km2. The water level in the reservoir is observed to decline by 20 cm in a certain period. During this period the reservoir receives a surface inflow of 10 hectare- meters, and 20 hectare-meters are abstracted from the reservoir for irrigation and power. The pan evaporation and rainfall recorded during the same period at a nearby meteorological station are 12 cm and 3 cm respectively. The calibrated pan factor is 0.7. The seepage loss from the reservoir during this period in hectare-meters is (a) 0.0 (b) 10

Structural Analysis
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Chapter2: Loads On Structures
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1.7 The plan area of a reservoir is 1 km2. The water
level in the reservoir is observed to decline by
20 cm in a certain period. During this period the
reservoir receives a surface inflow of 10 hectare-
meters, and 20 hectare-meters are abstracted frorm
the reservoir for irrigation and power. The pan
evaporation and rainfall recorded during the same
period at a nearby meteorological station are 12 cm
and 3 cm respectively. The calibrated pan factor
is 0.7. The seepage loss from the reservoir during
this period in hectare-meters is
(a) 0.0
(b) 1.0
Transcribed Image Text:1.7 The plan area of a reservoir is 1 km2. The water level in the reservoir is observed to decline by 20 cm in a certain period. During this period the reservoir receives a surface inflow of 10 hectare- meters, and 20 hectare-meters are abstracted frorm the reservoir for irrigation and power. The pan evaporation and rainfall recorded during the same period at a nearby meteorological station are 12 cm and 3 cm respectively. The calibrated pan factor is 0.7. The seepage loss from the reservoir during this period in hectare-meters is (a) 0.0 (b) 1.0
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