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Guadalupe River and Bypass Culvert, San Jose, California: Hydraulic Model Investigation
Description:
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.
Burns Harbor, Indiana, Monitoring Study, Volume 1: Overview of Approach and Results
Description:
From introduction: The program's objective is to acquire information through intensive monitoring of coastal projects in an effort to improve project purpose and attainment, design procedures, construction methods, and operation and maintenance techniques.
Date:
March 1997
Creator:
McGehee, David D.; Prickett, Terri; Shirley, Janean & Moritz, Heidi
Geosynthetic Confined Pressurized Slurry (GeoCoPS): Supplemental Notes for Version 1.0
Description:
This report presents an overview of an analysis to calculate both stresses in the geosynthetic and geometry of the tubes capable of encapsulating slurry.
Date:
September 1996
Creator:
Leshchinsky, Dov & Leshchinsky, Ora
LEVSEEP: Analysis Software for Levee Underseepage and Rehabilitation
Description:
This report uses the computer software LEVSEEP to describe analysis methodology for levee underseepage analyses and rehabilitation. Information required for data input, calculation procedures, output, and graphics is presented. In addition, comprehensive results of case studies and parameter analyses utilizing LEVSEEP are included.
Date:
July 1995
Creator:
Brizendine, Anthony L.; Taylor, Hugh M., Jr. & Gabr, M. A.
Design and Development of Bendway Weirs for the Dogtooth Bend Reach, Mississippi River: Hydraulic Model Investigation
Description:
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.
General Design for Replacement of or Modifications to the Lower Santa Ana River Drop Structures, Orange County, California: Hydraulic Model Investigation
Description:
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.
Rehabilitation of the South Jetty, Ocean City, Maryland
Description:
Partial abstract: Frequent dredging requirements and scouring at the foundation of Ocean City Inlet's south jetty resulted in a study to determine the source of the shoaling and scouring. The study concluded that sand was being transported northward along Assateague Island, through and over the south jetty, and deposited inside the inlet. The sand was then transported north by ebb currents where it encroached on the Federal navigation channel. A rehabilitation program was initiated to create a …
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Date:
March 1994
Creator:
Bass, Gregory P.; Fulford, Edward T.; Underwood, Steven G. & Parson, Larry E.
Engineering Design Guidance for Detached Breakwaters as Shoreline Stabilization Structures
Description:
"The objectives of this report are to summarize and present the most recent functional and structural design guidance available for detached breakwaters, and provide examples of both prototype breakwater projects and the use of available tools to assist in breakwater design" (p. 11).
Date:
December 1993
Creator:
Chasten, Monica A.; Rosati, Julie Dean; McCormick, John W. & Randall, Robert E.
HURRICANE PEAK 1 Structural Response Experiment
Description:
Final report describing the HURRICANE PEAK 1 (HP1) Structural Response Experiment including background information, test procedures and results, conclusions, and appendices.
Date:
December 1993
Creator:
Davis, James L.; Dallriva, Frank D. & Ward, David L.
Comparison of Cast-in-Place Concrete Versus Precast Concrete Stay-in-Place Forming Systems for Lock Wall Rehabilitation
Description:
"The objectives of this report are as follows: (a) To present the design and details utilized on the precast concrete panel rehabilitation at Troy Lock. (b) To compare the results of precast concrete panel rehabilitation with previous cast-in-place repairs, with respect to quality, cost, and schedule. (c) To recommend refinements in the details and methods of fabrication and erection of the precast panels, based on lessons learned from work performed at Troy Lock." (p. 2).
Date:
October 1993
Creator:
Miles, William R.
McCON: a General Contouring Program for Personal Computers
Description:
This report includes a description of a set of topographic contouring computer programs which are operational on DOS-based personal computers, including a discussion of the mathematical procedure used to generate the contour maps and a detailed User's Guide.
Date:
September 1992
Creator:
Palmerton, John B.
State-of-the-Art for Assessing Earthquake Hazards in the United States, Report 28: Recommended Accelerograms for Earthquake Ground Motions
Description:
Abstract: "A catalog of recommended accelerograms and response spectra is provided to accompany all representative values for Richter magnitudes at distance determined peak horizontal accelerations-velocities-durations, hard and soft sites, shallow and deep earthquakes. Accelerograms are also recommended for corresponding Modified Mercalli intensities. The accelerograms are related to the Krinitzsky-Chang-Nuttli curves for magnitude and distance, and the Krinitzsky-Chang curves for MM intensity…
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Date:
June 1992
Creator:
Leeds, David J.
Beach and Borrow Site Sediment Investigation for a Beach Nourishment at Ocean City, Maryland
Description:
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
Concepts for Installation of the Precast Concrete Stay-in-Place Forming System for Lock Wall Rehabilitation in an Operational Lock
Description:
Report describing a study to extend the application of a method to rehabilitate damaged lock walls that uses a stay-in-place forming system. "During this study, operational and design criteria were developed to serve as the basis for design. A number of repair concepts were identified that satisfied the criteria" (abstract, para. 3).
Date:
December 1989
Creator:
Waterways Experiment Station (U.S.)
Levee Underseepage Analysis for Special Foundation Conditions
Description:
This report describes a research study in which techniques were developed for prediction of underseepage conditions for special cases of levee and foundation geometry. The differential equations for levee underseepage were derived and programmed in finite difference form for three special cases of boundary conditions. The developed programs allow analyses that are not restricted to the boundary conditions assumed in the conventional, closed form solution, i.e., two foundation layers of uniform …
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Date:
September 1989
Creator:
Wolff, Thomas F.
Levee Underseepage Software: User Manual and Validation
Description:
Report discussing the FORTRAN 77 computer program (LEVSEEP), developed to analyze levee underseepage on IBM PC compatible microcomputers with an 8087 math coprocessor. The software and associated equipment plots cross sections and piezometer data; calculates seepage flow and substratum pressure; analyzes landside berm, river side blanket, cutoff and relief well control measures; and finally, estimates the construction cost of these alternatives.
Date:
September 1989
Creator:
Cunny, Robert W.; Agostinelli, Victor M., Jr. & Taylor, Hugh M., Jr.
Monolith Joint Repairs: Case Histories
Description:
This report discusses a study to identify materials and techniques to repair monolith joints, a common location for deficiencies in dams and locks. It also identified areas for further investigation to supplement existing technologies.
Date:
August 1989
Creator:
May, James G. & McDonald, James E.
Prototype Evaluation of Bay Springs Lock Tennessee-Tombigbee Waterway, Mississippi: Hydraulic Model Investigation
Description:
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.
A Study of Sand Waves in the Panama City, Florida, Entrance Channel
Description:
Report describing a study of the entrance channel to St. Andrew Bay, near Panama City, Florida, which is subject to the formation of large sand waves. It was intended to determine the extent of the problem and to review possible alternatives for addressing it.
Date:
July 1989
Creator:
Lillycrop, W. Jeff; Rosati, Julie Dean & McGehee, David D.
Geotechnical Applications of the Self-Potential Method, Report 3: Development of Self-Potential Interpretation Techniques for Seepage Detection
Description:
This report consists of four distinct but complementary parts: (a) a laboratory/field study of environmental effects on self-potential (SP) electrodes and long-term stability of the electrodes; (b) field investigations at Beaver Dam, Arkansas; (c) development of a computer program for interpretation of seepage-related SP field survey data; (d) development of an extensive bibliography and data base for acquisition and interpretation of seepage-related SP data.
Date:
February 1989
Creator:
Corwin, Robert W. & Butler, Dwain K.
Coastal Processes at Sea Bright to Ocean Township, New Jersey: Volume 1, Main Text and Appendix A
Description:
From abstract: This report describes a study of coastal processes along the Atlantic Coast from Sea Bright to Ocean Township, New Jersey. Predictive tools were developed and a data analysis made to assist in evaluation and implementation of comprehensive shore protection plans for this highly utilized stretch of coastline.
Date:
August 1988
Creator:
Kraus, Nicholas C.; Scheffner, Norman W.; Hanson, Hans; Chou, Lucia W.; Cialone, Mary A.; Smith, Jane McKee et al.
Retrogressive Failures in Sand Deposits of the Mississippi River, Report 1: Field Investigations, Laboratory Studies and Analysis of the Hypothesized Failure Mechanism
Description:
First report regarding geotechnical field investigations meant to apply current state-of-the-art knowledge and methods to assessing the in situ characteristics of susceptible point bar deposits below Baton Rouge.
Date:
June 1988
Creator:
Torrey, Victor H., III; Dunbar, Joseph B. & Peterson, Richard W.
Retrogressive Failures in Sand Deposits of the Mississippi River, Report 2: Empirical Evidence in Support of the Hypothesized Failure Mechanism and Development of the Levee Safety Flow Slide Monitoring System
Description:
This report represents a continuation of efforts by the Lower Mississippi Valley Division (LMVD), US Army Corps of Engineers, to develop an effective plan for and means of protecting the integrity of main line Mississippi River levees from the threat of flow slides in sand deposits.
Date:
June 1988
Creator:
Torrey, Victor H., III
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Technical report (U.S. Army Engineer Waterways Experiment Station)
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Review of Soils Design
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