online_transition_design calculator • [Beta version 151115] • (Best viewed with Firefox ≥ 42.0)
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EXAMPLE
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[Description]
Example Number 1 Project: Hinds/Chow inlet example Date/Time: 151117 16:00 Units: U.S. Customary Type of transition: Warped Inlet Shape function: Default inlet example Flow discharge: 314.5 cfs Upstream bottom width: 18 ft Upstream side slope: 2 Upstream bottom slope: 0.000246 Upstream Manning's n: 0.018 Upstream water surface elevation: 57.41 ft Downstream bottom width: 12.5 ft Downstream side slope: 0 Downstream bottom slope: 0.0009 Downstream Manning's n: 0.014
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Example Number 2 Project: Hinds/Chow inlet example Date/Time: 151117 16:15 Units: U.S. Customary Type of transition: Warped Inlet Shape function: Inverse parabolas Flow discharge: 314.5 cfs Upstream bottom width: 18 ft Upstream side slope: 2 Upstream bottom slope: 0.000246 Upstream Manning's n: 0.018 Upstream water surface elevation: 57.41 ft Downstream bottom width: 12.5 ft Downstream side slope: 0 Downstream bottom slope: 0.0009 Downstream Manning's n: 0.014
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Example Number 3 (In this example, the input arrays are the same as those specified internally in Example 1. Therefore, the solution is the same). Project: Hinds/Chow inlet example Date/Time: 151117 16:30 Units: U.S. Customary Type of transition: Warped Inlet Shape function: Values specified as input Array of half top width 0.5 T: 17.6,17.0,15.427,13.46,11.228,9.139,7.717,6.847,6.458,6.315,6.25 Array of half bottom width 0.5 b: 9.,8.625,7.917,7.25,6.958,6.771,6.667,6.563,6.458,6.315,6.25 Flow discharge: 314.5 cfs Upstream bottom width: 18 ft Upstream side slope: 2 Upstream bottom slope: 0.000246 Upstream Manning's n: 0.018 Upstream water surface elevation: 57.41 ft Downstream bottom width: 12.5 ft Downstream side slope: 0 Downstream bottom slope: 0.0009 Downstream Manning's n: 0.014
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