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Pre - Engineer Research and Development Center (ERDC)
Hydraulics Laboratory - (8/1/1972 - 9/1996)
Publication
Instruction Report : [8]
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Collection's Items (Sorted by Submit Date in Descending order): 1 to 8 of 8
Issue Date
Title
Author(s)
1984-05
Operation manual : pressure-momentum method of discharge measurement
McGee, Richard G.
1985-07
User's manual for the generalized computer program system, Open-channel flow and sedimentation, TABS-2 : main text
Thomas, William A., 1938-
;
McAnally, William H.
1994-06
3DSALT : a three-dimensional finite element model of density-dependent flow and transport through saturated-unsaturated media
Yeh, Gour-Tsyh (George), 1940-
;
Chang, Jing-Ru.
;
Gwo, Jin-Ping.
;
Lin, Hsin-Chi J.
;
Richards, David R.
;
Martin, William D.
1977-09
Guidelines for monitoring and reporting demonstration projects. Section 32 Program, Streambank Erosion Control Evaluation and Demonstration Act of 1974
Pickett, Ellis B.
;
Brown, Bobby J.
1993-07
Tactical Dam Analysis Model (TACDAM) user's manual
Jourdan, Mark R.
1978-08
Guidelines for the design, adjustment and operation of models for the study of river sedimentation problems. Appendix C, Checklist for model design and operation
Franco, John J.
1981-09
A guide to the planning and hydraulic design of jet pump remedial sand bypassing systems
Richardson, Thomas W.
;
McNair, Ernest C.
1978-08
Guidelines for the design, adjustment, and operation of models for the study of river sedimentation problems
Franco, John J.
Collection's Items (Sorted by Submit Date in Descending order): 1 to 8 of 8
Discover
Author
8
Hydraulics Laboratory (U.S.)
2
Franco, John J.
1
Brown, Bobby J.
1
Chang, Jing-Ru.
1
Gwo, Jin-Ping.
1
Jourdan, Mark R.
1
Lin, Hsin-Chi J.
1
Martin, William D.
1
McAnally, William H.
1
McGee, Richard G.
.
next >
Subject
3
Deposition
3
Design
3
Guidelines
3
Procedures
3
Sediment transport
3
Sedimentation
2
Alluvial rivers
2
Alluvial streams
2
Bed materials (Models)
2
Computer programs
.
next >
Date issued
2
1990 - 1994
3
1980 - 1989
3
1977 - 1979
Has File(s)
8
true