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A pan is maintained near a small lake to determine the daily evaporation. The pan is filled to a depth of 300 mm and the level is observed everyday. The table below shows the water level at the par as well as the observed daily rainfall very near the pan. Determine the total evaporation in cubic meters at the lake for the period of 8 days the lake area is 324.8 sq. km and the pan coefficient is 0.70.

A pan is maintained near a small lake to determine the daily evaporation. The pan is filled to a depth of 300 mm and the level is observed everyday. The table below shows the water level at the par as well as the observed daily rainfall very near the pan. Determine the total evaporation in cubic meters at the lake for the period of 8 days the lake area is 324.8 sq. km and the pan coefficient is 0.70.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A pan is maintained near a small lake to determine the daily evaporation. The pan is filled to a depth of 300 mm and the level is observed everyday. The table below shows the water level at the pan as well as the observed daily rainfall very near the pan. Determine the total evaporation in cubic meters at the lake for the period of 8 days if the lake area is 324.8 sq. km and the pan coefficient is 0.70. Day Rainfall, mm Pan Water Level, mm 0.0 300.0 0.5 295.3 1.2 292.1 3. 1.6 292.5 4 2.1 294.3 5. 2.8 294.7 3.1 1.5 0.6 296.4 297.1 291.2 1. 2. 6/7/8
Transcribed Image Text:A pan is maintained near a small lake to determine the daily evaporation. The pan is filled to a depth of 300 mm and the level is observed everyday. The table below shows the water level at the pan as well as the observed daily rainfall very near the pan. Determine the total evaporation in cubic meters at the lake for the period of 8 days if the lake area is 324.8 sq. km and the pan coefficient is 0.70. Day Rainfall, mm Pan Water Level, mm 0.0 300.0 0.5 295.3 1.2 292.1 3. 1.6 292.5 4 2.1 294.3 5. 2.8 294.7 3.1 1.5 0.6 296.4 297.1 291.2 1. 2. 6/7/8
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