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HY-8 Analysis Results: Culvert Summary Table - Thesis Culvert

The document summarizes the results of a hydraulic analysis of a culvert crossing. It includes a table with details of flow discharge, water depth, flow type, velocity and other parameters at increasing discharges. The analysis found that at discharges up to 1225 cubic feet per second, flow through the culvert was subcritical and inlet control was maintained with depths ranging from 0.12 to 3.65 feet and outlet velocities from 4.74 to 17.83 feet per second.

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Wai linn zaw
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42 views1 page

HY-8 Analysis Results: Culvert Summary Table - Thesis Culvert

The document summarizes the results of a hydraulic analysis of a culvert crossing. It includes a table with details of flow discharge, water depth, flow type, velocity and other parameters at increasing discharges. The analysis found that at discharges up to 1225 cubic feet per second, flow through the culvert was subcritical and inlet control was maintained with depths ranging from 0.12 to 3.65 feet and outlet velocities from 4.74 to 17.83 feet per second.

Uploaded by

Wai linn zaw
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as DOCX, PDF, TXT or read online on Scribd
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HY-8 Analysis Results

Culvert Summary Table - Thesis Culvert


Culvert Crossing: Crossing 1
Total Culvert Headwa Inlet Outlet Flow Normal Critical Outlet Tailwate Outlet Tailwate
Discha Dischar ter Control Control Type Depth Depth Depth r Depth Velocity r
r ge ge (cfs) Elevatio Depth(ft) Depth(ft) (ft) (ft) (ft) (ft) (ft/s) Velocity
(cfs) n (ft) (ft/s)
10.00 10.00 3497.47 0.47 0.0* 1-S2n 0.12 0.28 0.18 0.24 4.74 2.28
134.00 134.00 3499.65 2.65 1.09 1-S2n 0.84 1.57 1.11 1.14 10.06 6.12
258.00 258.00 3501.10 4.10 2.01 1-S2n 1.28 2.43 1.81 1.69 11.86 7.74
382.00 382.00 3502.32 5.32 2.82 1-S2n 1.65 3.16 2.43 2.14 13.11 8.86
506.00 506.00 3503.41 6.41 3.60 1-S2n 1.99 3.81 2.99 2.53 14.10 9.74
630.00 630.00 3504.40 7.40 4.36 1-S2n 2.30 4.41 3.52 2.88 14.93 10.47
754.00 754.00 3505.32 8.32 5.12 1-S2n 2.60 4.97 4.01 3.21 15.65 11.09
878.00 878.00 3506.20 9.20 5.88 1-S2n 2.89 5.50 4.49 3.51 16.30 11.64
1002.00 1002.00 3507.05 10.05 6.66 1-S2n 3.17 6.00 4.94 3.79 16.89 12.14
1126.00 1126.00 3507.87 10.87 7.44 1-S2n 3.44 6.49 5.38 4.06 17.43 12.59
1225.18 1225.18 3508.53 11.53 8.09 1-S2n 3.65 6.87 5.73 4.26 17.83 12.92

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