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...


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

Extracted 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.

Jun 11, 2022
SOLUTION.PDF

Get Answer To This Question

Related Questions & Answers