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1. A V-canyon supports a 100-ft high, constant-angle (120°) arch dam. If the canyon is 60 ft wide at the top and the design freeboard is 6 ft (i.e., the water level is 6 ft below the top of the dam), determine the abutment reactions at dam heights of 25, 50, and 75 ft above the bottom of the canyon.

1. A V-canyon supports a 100-ft high, constant-angle (120°) arch dam. If the canyon is 60 ft wide at the top and the design freeboard is 6 ft (i.e., the water level is 6 ft below the top of the dam), determine the abutment reactions at dam heights of 25, 50, and 75 ft above the bottom of the canyon.

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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Title 1. A V-canyon supports a 100-ft high, constant-angle (120°) arch dam. If the canyon is 60 ft wide at Description 1. A V-canyon supports a 100-ft high, constant-angle (120°) arch dam. If the canyon is 60 ft wide at the top and the design freeboard is 6 ft (i.e., the water level is 6 ft below the top of the dam), determine the abutment reactions at dam heights of 25, 50, and 75 ft above the bottom of the canyon. 2. A 15-m-high overflow spillway crest is 10 m wide has a discharge coefficient of 2.04 at flood stage. Flood stage occurs at a static head of 1.3 m. Determine the flood stage flow rate ignoring and including the approach velocity.
Transcribed Image Text:Title 1. A V-canyon supports a 100-ft high, constant-angle (120°) arch dam. If the canyon is 60 ft wide at Description 1. A V-canyon supports a 100-ft high, constant-angle (120°) arch dam. If the canyon is 60 ft wide at the top and the design freeboard is 6 ft (i.e., the water level is 6 ft below the top of the dam), determine the abutment reactions at dam heights of 25, 50, and 75 ft above the bottom of the canyon. 2. A 15-m-high overflow spillway crest is 10 m wide has a discharge coefficient of 2.04 at flood stage. Flood stage occurs at a static head of 1.3 m. Determine the flood stage flow rate ignoring and including the approach velocity.
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