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Design of a Precast Concrete Stay-in-Place Forming System for Lock Wall Rehabilitation
Report describing the design of forming a system to use pre-cast concrete for rehabilitating damaged walls in locks, as a way to prevent problems with cracking in replacement air-entrained concrete used in standard methods.
Date:
July 1987
Creator:
ABAM Engineers Incorporated
Object Type:
Report
System:
The UNT Digital Library
Divide Cut Drainage Structures Tennessee-Tombigbee Waterway Mississippi and Alabama: Hydraulic Model Investigation
Report on model tests related to drainage structures for the Tennessee-Tombigbee Waterway to provide recommendations about construction.
Date:
October 1976
Creator:
Ables, Jackson H., Jr.
Object Type:
Report
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.
Object Type:
Report
System:
The UNT Digital Library
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.
Object Type:
Report
System:
The UNT Digital Library
Filling and Emptying System, Dardanelle Lock, Arkansas River: Hydraulic Model Investigation
Report on investigations into the construction of a lock in the Arkansas River including results of model tests and recommendations.
Date:
April 1969
Creator:
Ables, Jackson H., Jr. & Boyd, M. B.
Object Type:
Report
System:
The UNT Digital Library
Filling and Emptying Systems, Low-Lift Locks, Arkansas River Project: Hydraulic Model Investigation
Results of a hydraulic model investigation based on locks in the Arkansas River before the construction of additional locks. "Model studies of the filling and emptying system proposed for use at the low-lift locks in the Arkansas project were conducted to confirm the adequacy of the original design hydraulic system, and to develop, if needed, improvements in the system" (p. 2).
Date:
November 1966
Creator:
Ables, Jackson H., Jr. & Boyd, M. B.
Object Type:
Report
System:
The UNT Digital Library
Filling and Emptying Systems, Millers Ferry and Jones Bluff Locks, Alabama River, Alabama: Hydraulic Model Investigation
Report providing results of hydrualic model investigations to test a new type of lock filling and emptying system to determine the final suggested construction for the Millers Ferry Lock in the Alabama River.
Date:
March 1966
Creator:
Ables, Jackson H., Jr. & Boyd, M. B.
Object Type:
Report
System:
The UNT Digital Library
Habitat Development Field Investigations, Windmill Point Marsh Development Site, James River, Virginia: Appendix F, Volume 2
From preface: "This report contains the results of investigations of the chemical and sedimentological characteristics of the James River Artificial Habitat Development Site and a reference marsh near Windmill Point, Virginia. Studies were conducted in the channel before dredging and during site construction as well as at specific time intervals after marsh development."
Date:
August 1978
Creator:
Adams, Donald D.; Darby, Dennis A. & Young, Randolph J.
Object Type:
Report
System:
The UNT Digital Library
Habitat Development Field Investigations, Windmill Point Marsh Development Site, James River, Virginia: Appendix A
Appendix containing supplementary tabulated data to accompany a report on habitat development field investigations of the Windmill Point Marsh Development Site, James River, Virginia.
Date:
August 1978
Creator:
Adams, Donald D.; Darby, Dennis A. & Young, Randolph J.
Object Type:
Report
System:
The UNT Digital Library
Habitat Development Field Investigations, Windmill Point Marsh Development Site, James River, Virginia: Appendix B
Appendix containing supplementary analytical data to accompany a report on habitat development field investigations of the Windmill Point Marsh Development Site, James River, Virginia.
Date:
August 1978
Creator:
Adams, Donald D.; Darby, Dennis A. & Young, Randolph J.
Object Type:
Report
System:
The UNT Digital Library
Habitat Development Field Investigations, Windmill Point Marsh Development Site, James River, Virginia: Appendix C
Appendix containing supplementary statistical data to accompany a report on habitat field investigations of the Windmill Point Marsh Development Site, James River, Virginia.
Date:
August 1978
Creator:
Adams, Donald D.; Darby, Dennis A. & Young, Randolph J.
Object Type:
Report
System:
The UNT Digital Library
A Field Test of Selected Insects and Pathogens for Control of Waterhyacinths, Report 1: Preliminary Results for the 1975-76 Season
"During the growing season of 1975, a field experiment was initiated on Lake Concordia, Louisiana, to test the potential effectiveness of selected organisms as control agents against waterhyacinths, Eichhornia crassipes (Mart.) Solms. [...] This report describes the experiment, presents the collected data, and summarizes the observations. Statistical analyses and interpretation of the data are also presented" (abstract).
Date:
September 1977
Creator:
Addor, Eugene E.
Object Type:
Report
System:
The UNT Digital Library
Earthquake Resistance of Earth and Rock-Fill Dams, Report 2: Analysis of Response of Rifle Gap Dam to Project Rulison Underground Nuclear Detonation
Summary: The motion of Rifle Gap Dam was measured in September 1969 during the Project RULISON underground nuclear explosion. The observed response was then compared with the response computed in a mathematical model. Observed and computed responses were similar. From this study it appears that the mathematical models used are applicable to the design and analysis of soil structures, at least for ground motion intensities comparable to those observed at Rifle Gap Dam. (p. xi).
Date:
June 1972
Creator:
Ahlberg, James E.; Fowler, Jack & Heller, Lyman W.
Object Type:
Report
System:
The UNT Digital Library
15 Mile Road/Edison Corridor Sewer Tunnel Failure Study, Detroit Area, Michigan
Partial abstract: "The study consisted of field and laboratory investigations, construction evaluation, and geotechnical and structural analyses to determine the cause(s) of distress and failure of a 2600-ft section of 12-ft 9-in. diameter concrete-lined sanitary sewer tunnel in the Detroit, Mich., area. [...] The report includes summaries of all pertinent construction records, results of all pertinent past and current field and laboratory tests on construction and geotechnical materials, and detailed geotechnical and structural analyses based on observed conditions and measured parameters."
Date:
January 1981
Creator:
Albert, Dick; Hoff, George C.; Lorence, Brian; Mitchell, Gerald B.; Mlakar, Paul F.; Murphy, William L. et al.
Object Type:
Report
System:
The UNT Digital Library
Foundation Grouting Practices at Corps of Engineers Dams
The purpose of the assessment is to provide background information on the Corps' practices, identify shortcomings in specifications, estimates, grout placement techniques, and, in general, to determine the effectiveness of the Corps' grouting programs. The report reviews past grouting projects and describes the planning, execution, and performance evaluation of the programs.
Date:
October 1984
Creator:
Albritton, John; Jackson, Lawson & Bangert, Robert
Object Type:
Report
System:
The UNT Digital Library
Habitat Development Field Investigations, Bolivar Peninsula, Marsh and Upland Habitat Development Site, Galveston Bay, Texas: Summary Report
From preface: "This report presents a summary of results of a 2.5-year field investigation (March 1975 to November 1977) of the feasibility and impact of developing marsh and upland habitat on dredged material at a site located at Bolivar Peninsula, Galveston Bay, Texas. The report summarizes baseline information derived before habitat development operations and results of post-development operations."
Date:
August 1978
Creator:
Allen, Hollis H.; Clairain, Ellis J., Jr.; Diaz, Robert J.; Ford, Alfred W.; Hunt, L. Jean & Wells, B. R.
Object Type:
Report
System:
The UNT Digital Library
Habitat Development Field Investigations, Bolivar Peninsula, Marsh and Upland Habitat Development Site, Galveston Bay, Texas: Appendix A
Appendix outlining the baseline inventory of water quality, sediment quality, and hydrodynamics to accompany a report on habitat field investigations in the Bolivar Peninsula Marsh and Upland Habitat Development Site in Galveston Bay, Texas.
Date:
August 1978
Creator:
Allen, Hollis H.; Clairain, Ellis J., Jr.; Diaz, Robert J.; Ford, Alfred W.; Hunt, L. Jean & Wells, B. R.
Object Type:
Report
System:
The UNT Digital Library
Habitat Development Field Investigations Bolivar Peninsula Marsh and Upland Habitat Development Site, Galveston Bay, Texas: Appendix B
Appendix outlining the baseline inventory of terrestrial flora, fauna and sediment chemistry to accompany a report on habitat field investigations in the Bolivar Peninsula Marsh and Upland Habitat Development Site in Galveston Bay, Texas.
Date:
August 1978
Creator:
Allen, Hollis H.; Clairain, Ellis J., Jr.; Diaz, Robert J.; Ford, Alfred W.; Hunt, L. Jean & Wells, B. R.
Object Type:
Report
System:
The UNT Digital Library
Habitat Development Field Investigations, Bolivar Peninsula, Marsh and Upland Habitat Development Site, Galveston Bay, Texas: Appendix C
Appendix outlining the baseline inventory of aquatic biota to accompany a report on habitat development field investigations in the Bolivar Peninsula Marsh and Upland Habitat Development Site in Galveston Bay, Texas.
Date:
August 1978
Creator:
Allen, Hollis H.; Clairain, Ellis J., Jr.; Diaz, Robert J.; Ford, Alfred W.; Hunt, L. Jean & Wells, B. R.
Object Type:
Report
System:
The UNT Digital Library
Beach and Borrow Site Sediment Investigation for a Beach Nourishment at Ocean City, Maryland
Report describing the methodology used to sample and analyze sediment at Ocean City, Maryland as part of a beach nourishment project. During the project, sediment was moved from borrow sites to construct parts of the beach area; both the borrow sites and native beach were tested.
Date:
May 1990
Creator:
Anders, Fred J. & Hansen, Mark
Object Type:
Report
System:
The UNT Digital Library
Shoreline Movements, Report 2: Tybee Island, Georgia, to Cape Fear, North Carolina, 1851-1983
This document contains maps of Tybee Island, Georgia to Cape Fear, North Carolina studying their cooperative shoreline movement.
Date:
1983?
Creator:
Anders, Fred J.; Reed, David W. & Meisburger, Edward P.
Object Type:
Report
System:
The UNT Digital Library
Development of a Quantitative Method to Predict Critical Shear Stress and Rate of Erosion of Natural Undisturbed Cohesive Soils
The report describes the results of erosion and soil characterization tests performed on cohesive soils. Appendices to the report include plots of shear stress versus erosion rate for remolded and undisturbed soils.
Date:
July 1980
Creator:
Arulanandan, Kandiah; Gillogley, Ernest & Tully, Ryan
Object Type:
Report
System:
The UNT Digital Library
A Technique for Delineating Subsurface Fracture Zones Resulting from High-Yield Detonations
From summary: Site investigations were conducted at two locations, the sites of the DUGOUT and CHARLIE events, at the Nevada Test Site for the purpose of evaluating the dynamic in situ technique as a means of determining the boundaries of craters produced by explosive detonations.
Date:
February 1967
Creator:
Ballard, Robert F., Jr.
Object Type:
Report
System:
The UNT Digital Library
Study of Clay Shale Slopes Along the Panama Canal, Report 3: Engineering Analyses of Slides and Strength Properties of Clay Shales Along the Gaillard Cut
"The results of the engineering studies and analyses which provide guidance on shear strength parameters applicable to the stability evaluation of existing slopes along the Gaillard Cut, the effects of future modifications, and evaluation of newly excavated slopes in clay shales are summarized in this report" (abstract). This report includes the appendices containing enginering data, characteristics of materials, analysis of past slides, active slopes, and hydrographic survey data.
Date:
1975
Creator:
Banks, Don C.; Strohm, William E., Jr.; De Angulo, Mariano & Lutton, Richard J.
Object Type:
Report
System:
The UNT Digital Library