THE EVAPORATION FROM A LAKE IS TO BE CALCULATED BY THE WATER BALANCE METHOD. INFLOW TO THE LAKE OCCURS THROUGH THREE SMALL RIVERS A, B, AND C. THE OUTFLOW OCCURS THROUGH RIVER D. CALCULATE THE EVAPORATION FROM THE LAKE SURFACE DURING SUMMER (MAY-AUGUST) IF THE WATER WATER LEVEL WAS AT +571.04 m ON MAY 1 AND +571.10 m ON AUGUST 31. THE LAKE SURFACE (ASSUMED TO BE CONSTANT DURING THE PERIOD) IS 100 km^2. THE PRECIPITATION P DURING THE PERIOD WAS 100 mm. AVERAGE INFLOWS AND OUTFLOW ARE GIVEN BELOW. RIVER CATCHMENT ARES Q(AVERAGE) km^2 m^3/s A 150.11 15.11 B 120.11 20.11 с 130.11 17.11 D 45.11 +571.10 m (August 31) +571.04 m (May 3) Cross-section of lake River B Plan view of lake River A River C River D

THE EVAPORATION FROM A LAKE IS TO BE CALCULATED BY THE WATER BALANCE METHOD. INFLOW TO THE LAKE OCCURS THROUGH THREE SMALL RIVERS A, B, AND C. THE OUTFLOW OCCURS THROUGH RIVER D. CALCULATE THE EVAPORATION FROM THE LAKE SURFACE DURING SUMMER (MAY-AUGUST) IF THE WATER WATER LEVEL WAS AT +571.04 m ON MAY 1 AND +571.10 m ON AUGUST 31. THE LAKE SURFACE (ASSUMED TO BE CONSTANT DURING THE PERIOD) IS 100 km^2. THE PRECIPITATION P DURING THE PERIOD WAS 100 mm. AVERAGE INFLOWS AND OUTFLOW ARE GIVEN BELOW. RIVER CATCHMENT ARES Q(AVERAGE) km^2 m^3/s A 150.11 15.11 B 120.11 20.11 с 130.11 17.11 D 45.11 +571.10 m (August 31) +571.04 m (May 3) Cross-section of lake River B Plan view of lake River A River C River D

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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