Situation 01. On June 1, 2015, a reservoir had a water elevation located at Sta 0 + 114.43 in reference to a benchmark set at 0 meters. The area of the reservoir is 5120.23 ha. Given the data below, Inflow 6.20 cms per day Outflow 6.63 cms per day 0.01 mm Infiltration Loss Evaporation 6.12 cm Rainfall 152.20 mm Compute the station of the water elevation at the end of that month.
Situation 01. On June 1, 2015, a reservoir had a water elevation located at Sta 0 + 114.43 in reference to a benchmark set at 0 meters. The area of the reservoir is 5120.23 ha. Given the data below, Inflow 6.20 cms per day Outflow 6.63 cms per day 0.01 mm Infiltration Loss Evaporation 6.12 cm Rainfall 152.20 mm Compute the station of the water elevation at the end of that month.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Situation 01. On June 1, 2015, a reservoir had a water elevation located at Sta 0 + 114.43 in
reference to a benchmark set at 0 meters. The area of the reservoir is 5120.23 ha. Given the data
below,
Inflow
6.20 cms per day
Outflow
6.63 cms per day
Infiltration Loss
0.01 mm
Evaporation
6.12 cm
Rainfall
152.20 mm
Compute the station of the water elevation at the end of that month.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0b14c23d-6f9d-4ca5-8abc-f1fa674646ed%2Fcadec17c-0e93-41cd-84e1-092998f1c166%2Fdnrc5f9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation 01. On June 1, 2015, a reservoir had a water elevation located at Sta 0 + 114.43 in
reference to a benchmark set at 0 meters. The area of the reservoir is 5120.23 ha. Given the data
below,
Inflow
6.20 cms per day
Outflow
6.63 cms per day
Infiltration Loss
0.01 mm
Evaporation
6.12 cm
Rainfall
152.20 mm
Compute the station of the water elevation at the end of that month.
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