Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/43663
Title: | Rock-lined Transitions : Hydraulic Model Investigation |
Authors: | Barela, Dave A. |
Keywords: | Hydraulic models Channels (Hydraulic engineering) Hydraulics |
Publisher: | United States. Army. Corps of Engineers. Los Angeles District. |
Abstract: | Model investigations to determine the adequacy of the theoretical design of four rock-lined transitions in providing the desired boundary roughness for reducing velocities from supercritical (rapid) to subcritical (tranquil) are reported herein. Satisfactory design was developed for each project. Dumped-stone requirements in the transition were determined. The investigation of each rock-lined transition was concerned with its flow conditions in the approach channel, the performance of the energy dissipator, the adequacy of the boundary roughness, and the magnitude of scour in the earth channel downstream from the transition structure. |
Description: | Technical Report |
Rights: | Approved for Public Release; Distribution is Unlimited |
URI: | https://hdl.handle.net/11681/43663 |
Size: | 130 pages / 39.21 MB |
Types of Materials: | PDF/A |
Appears in Collections: | Technical Reports |
Files in This Item:
File | Description | Size | Format | |
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LAD Report No 1-110.pdf | 39.21 MB | Adobe PDF | ![]() View/Open |