Filling and Emptying System, Cannelton Main Lock, Ohio River, and Generalized Tests of Sidewall Port Systems for 110- by 1200-ft Locks: Hydraulic Model Investigation (open access)

Filling and Emptying System, Cannelton Main Lock, Ohio River, and Generalized Tests of Sidewall Port Systems for 110- by 1200-ft Locks: Hydraulic Model Investigation

Report providing the results of a hydraulic model investigation of the Cannelton Lock proposed for construction on the Ohio River. It includes detailed information about the tests and suggested dimensions and features of the final lock.
Date: February 1966
Creator: Ables, Jackson H., Jr. & Boyd, M. B.
System: The UNT Digital Library
Guadalupe River and Bypass Culvert, San Jose, California: Hydraulic Model Investigation (open access)

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
Baltimore Harbor and Channels Deepening Study: Chesapeake Bay Hydraulic Model Investigation (open access)

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
Sweetwater River Channel Improvement Project, San Diego County, California: Hydraulic Model Investigation (open access)

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