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|Title:||Mission Bay Harbor, California, design for wave and surge protection and flood control : hydraulic model investigation|
|Authors:||United States. Army. Corps of Engineers. Los Angeles District.|
Curren, Charles R.
Mission Bay Harbor
|Publisher:||Hydraulics Laboratory (U.S.)|
Engineer Research and Development Center (U.S.)
|Series/Report no.:||Technical report (U.S. Army Engineer Waterways Experiment Station) ; HL-83-17.|
Partial Abstract: A 1:100-scale (undistorted) hydraulic model, reproducing Mission Bay Harbor, approximately 3 miles of shoreline, and sufficient offshore area to permit generatlon of the required test waves, was used to investigate the arrangement and design of proposed structures for (a) improving hazardous entrance conditions, (b) reducing surge inside the harbor, and (c) eliminating potential flood hazards. The original proposal for harbor improvement consisted of a 2,200-ft-long offshore breakwater. The proposed structures for river flood control consisted of (a) a 1,200-ft-long weir in the middle jetty, (b) various south jetty extensions, and (c) diversion dikes on the middle jetty. Nonstructural flood-control measures consisted of incremental sand plug removal and pilot channels. Two wave generators (70 and 80 ft long), crushed coal tracer material, Styrofoam surface floats, and an Automated Data Acquisition and Control System (ADACS) were used during model operations. NOTE: This file is large. Allow your browser several minutes to download the file.
|Rights:||Approved for public release; distribution is unlimited.|
|Appears in Collections:||Technical Report|
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|TR-HL-83-17.pdf||30.88 MB||Adobe PDF|