Fact Sheet
US Army Corps of Engineers
U.S. Army Engineer Research and Development Center
April 2004
Montgomery Point Lock and Dam Gate Study
Purpose: To determine the hydraulic loadings/ forces on the gated spillway. It was also used to evaluate the
hydraulic performance of the spillway, debris circulation potential downstream of the spillway and to design riprap
protection near the spillway.
Background: The proposed Montgomery
Point Lock and Dam will be located near the
mouth of the White River. This portion of the
White River is known as the White River
Entrance Channel, and is the initial segment
of the McClellan-Kerr Arkansas River
Navigation System. The project will consist
of a 670-ft long by 110-ft wide navigation
lock, a 300-ft wide controlled navigation pass
spillway, and a 200- wide fixed uncontrolled
overflow spillway.
Facts: At the request of the U.S. Army
Engineer District, Little Rock, a 1:15 scale
physical model was designed and constructed
at the U.S. Army Engineer Research and
Development Center by the Coastal and Hydraulics Laboratory. The model reproduces a three-gate section of the
navigable pass spillway and sufficient upper pool and tailrace length to reproduce prototype flow conditions near the
spillway. The model was used to evaluate the spillway gate design, provide hydraulic loadings for gate hoist
machinery and evaluate spillway performance.
Points of Contact: For additional information, please contact
Mr. Glenn Davis at 601-634-4183 ( ),
Mr. Dwayne Fuller at 601-634-2668 ( ) or
Mr. Dennis Markle at 601-634-3680 ( )