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Baltimore Harbor and Channels Deepening Study: Chesapeake Bay Hydraulic Model Investigation
From abstract: Tests on the Chesapeake Bay hydraulic model were conducted to specifically investigate possible changes in the hydrodynamic characteristics of velocity, salinity, and tidal elevations associated with the proposed channel enlargements.
Date:
February 1982
Creator:
Granat, Mitchell A. & Gulbrandsen, Leif F.
System:
The UNT Digital Library
Big Creek Flood-Control Project, Cleveland, Ohio : Hydraulic Model Investigation
From abstract: Tests were conducted on a 1:40-scale model of Big Creek to investigate the hydraulic performance of a proposed floodway channel and a section of a modified channel.
Date:
April 1983
Creator:
Pickering, Glenn A.
System:
The UNT Digital Library
Design and Development of Bendway Weirs for the Dogtooth Bend Reach, Mississippi River: Hydraulic Model Investigation
From introduction: This report presents the results of a movable-bed model investigation concerned with the development of plans for the improvement of the Dogtooth Bend reach of the Mississippi River.
Date:
August 1994
Creator:
Derrick, David L.; Pokrefke, Thomas J., Jr.; Boyd, Marden B.; Crutchfield, James P. & Henderson, Raymond R.
System:
The UNT Digital Library
Filling and Emptying System, Walter Bouldin Lock, and Lock Culvert Valve for Coosa River Waterway, Alabama : Hydraulic Model Investigation
A report regarding a filling and emptying system, Walter Bouldin lock, and lock culvert valve for the Coosa River Waterway, Alabama.
Date:
September 1984
Creator:
George, John F.
System:
The UNT Digital Library
General Design for Replacement of or Modifications to the Lower Santa Ana River Drop Structures, Orange County, California: Hydraulic Model Investigation
Report on proposed channel improvements downstream from Prado Dam in order to provide sufficient protection for the highly urbanized lower Santa Ana floodplain.
Date:
April 1994
Creator:
George, John F.; Pickering, Glenn A. & Turner, Herman O., Jr.
System:
The UNT Digital Library
Guadalupe River and Bypass Culvert, San Jose, California: Hydraulic Model Investigation
From abstract: The ultimate goal of numerous experiments is to develop the desired flow split for the design discharge of 14,600 cfs while maintaining acceptable water-surface elevations in the upstream channel.
Date:
February 1998
Creator:
Hite, John E., Jr.
System:
The UNT Digital Library
Kissimmee River Structures, Central and Southern Florida Flood Control Project: Hydraulic Model Investigation
Abstract: Kissimmee River structures S-65E, S-65D, and S-65B were reproduced in a 1:20 scale model in order to study ways of eliminating scour of the downstream riprap blankets by means of structural modifications of operating procedures.
Date:
March 1979
Creator:
Turner, Herman O., Jr. & Pickering, Glenn A.
System:
The UNT Digital Library
McMillan Pumping Station, Washington, D.C.: Hydraulic Model Investigation
Abstract: This model study was conducted to evaluate the characteristics of inflow conditions into an existing pump sump that would result with increased discharge capacity due to installation of the three proposed pumps and to develop modifications, if needed, within the confines of the present sump to improve flow distribution to the pump intakes.
Date:
September 1980
Creator:
Triplett, Glenn R.
System:
The UNT Digital Library
Model Study of Marmet Lock Filling and Emptying System, Kanawha River, West Virginia: Hydraulic Model Investigation
From abstract: This report documents the laboratory model investigation of the lock filling and emptying system for lock addition planned for the Marmet Navigation Project.
Date:
May 1999
Creator:
Hite, John E., Jr.
System:
The UNT Digital Library
Modifications to Filling and Emptying System of Lock No. 1, Mississippi River, Minneapolis, Minnesota =: Hydraulic Model Investigation
From abstract: The existing locks at Locks and Dam No. 1 were constructed between 1929 and 1932. Problems have been experienced with accumulation of ice and debris at the intakes, air entrapment in the culverts of the filling and emptying system, excessive turbulence in the lock chamber during filling, and hazardous conditions downstream from the locks during emptying operations.
Date:
December 1979
Creator:
Ables, Jackson H., Jr.
System:
The UNT Digital Library
Prototype Evaluation of Bay Springs Lock Tennessee-Tombigbee Waterway, Mississippi: Hydraulic Model Investigation
From abstract: Prototype tests were conducted to comprehensively evaluate the performance of the 84-ft-lift Bay Springs Lock. The evaluation included analysis of the operating characteristics and hydraulic efficiency of the lock as well as a comparison of the physical and analytical model results with the prototype.
Date:
August 1989
Creator:
McGee, Richard G.
System:
The UNT Digital Library
Pumping Station for Teche-Vermilion Basins, Atchafalaya River, Louisiana: Hydraulic Model Investigation
Abstract: The model study was conducted to evaluate the characteristics of flow in the inlet channel, original sump, energy dissipator (saxophone outlet), and outlet channel and to develop practical modifications required for improving the hydraulic performance of the structure.
Date:
March 1980
Creator:
Saunders, Peter E. & Fletcher, Bobby P.
System:
The UNT Digital Library
Sweetwater River Channel Improvement Project, San Diego County, California: Hydraulic Model Investigation
From abstract: A study of the proposed channel alignment project was conducted using a fixed-bed model constructed at a scale of 1:40 to study the effect of downstream waves and disturbances caused by the curvilinear flow conditions.
Date:
February 1988
Creator:
Turner, Herman O., Jr.
System:
The UNT Digital Library