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The annual demand is 600 550 *Observed inflow adjusted for evaporation and required reieases for downstream users 500 450 400 56,000 acre-ft 350 300 B 250 Spill - 80,000 acre-ft 200 E -22,000 acre-ft 150 A 100 Slope - 75,000 acre-ft/yr 1 yr 50 1932 1933 1934 1935 Year 75,000 O 22,000 O 80,000 Mass inflow; 1000 acre-ft acre-ft 000'sL

The annual demand is 600 550 *Observed inflow adjusted for evaporation and required reieases for downstream users 500 450 400 56,000 acre-ft 350 300 B 250 Spill - 80,000 acre-ft 200 E -22,000 acre-ft 150 A 100 Slope - 75,000 acre-ft/yr 1 yr 50 1932 1933 1934 1935 Year 75,000 O 22,000 O 80,000 Mass inflow; 1000 acre-ft acre-ft 000'sL

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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The annual demand is 600 550 *Observed inflow adjusted for evaporation and required releases for downstream users 500 450 400 F 56,000 acre-ft 350 300 B 250 Spill - 80,000 acre-ft 200 E -22,000 acre-ft 150 A 100 Slope - 75,000 acre-ft/yr 1 yr 50 1932 1933 1934 1935 Year O 75,000 O 22,000 O 80,000 O 56,000 Mass inflow; 1000 acre-ft acre-ft 000's
Transcribed Image Text:The annual demand is 600 550 *Observed inflow adjusted for evaporation and required releases for downstream users 500 450 400 F 56,000 acre-ft 350 300 B 250 Spill - 80,000 acre-ft 200 E -22,000 acre-ft 150 A 100 Slope - 75,000 acre-ft/yr 1 yr 50 1932 1933 1934 1935 Year O 75,000 O 22,000 O 80,000 O 56,000 Mass inflow; 1000 acre-ft acre-ft 000's
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