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IMPACT OF 1-664 BRIDGE/TUNNEL PROJECT ON WAVE
CONDITIONS AT NEWPORT NEWS HARBOR. VIRGINIA:
Hydraulic Model Investigation
| 题名： | IMPACT OF 1-664 BRIDGE/TUNNEL PROJECT ON WAVE CONDITIONS AT NEWPORT NEWS HARBOR. VIRGINIA: Hydraulic Model Investigation |
| 作者： | Robert R. Bottln, Jr. |
| 关键词： | Hydraulic models (LC) 1-664 Bridge/Tunne1 Project (WES) Harbors—Virginia (LC) Water waves—Measurement (LC) Newport News Harbor (Va.) (LC) |
| 摘要： | A 1:75-scale undistorted hydraulic model was used to investigate the impacts of the proposed Interstate 664 bridge/tunnel project on wave conditions in Newport News Harbor, Virginia. The model Included the harbor. approximately 5600 ft of shoreline adjacent to the harbor entrance, and sufficient offshore area in Hampton Roads to permit generation of the required test waves. Various plans of improvement included the use of either rubble mound or cellular concrete breakwaters. A 50-ft-long wave generator and an automated data acquisition and control system were utilized in model operation. |
| 报告类型： | 科技报告 |
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