REFERENCES
Bottin, Robert R., Jr. 1976. "Igloo Wave Absorber Tests for Port Washington
Harbor, Wisconsin; Hydraulic Model Investigation," Miscellaneous Paper H-76-22,
US Army Engineer Waterways Experiment Station, Vicksburg, Miss.
.
1977. "Design for Small-Boat Harbor Improvements, Port
Washington Harbor, Wisconsin; Hydraulic Model Investigation," Technical
Report H-77-1, US Army Engineer Waterways Experiment Station, Vicksburg, Miss.
.
Part Beach Erosion Study, Ohio," Letter Report,
US Army Engineer Waterways Experiment Station, Vicksburg, Miss.
.
"Design for Wave Protection and Prevention of Shoaling,
Small-Boat Harbor, Ohio ; Hydraulic Model Investigation
US Army Engineer Waterways Experiment Station,
Technical Report
Vicksburg, Miss.
.
1983 (March). "Cleveland Harbor, Ohio, Design for the Safe and
Vessels at the West (Main) Entrance; Hydrau-
Efficient Passage of
US Army Engineer Waterways
lic Model Investigation; Technical Report
Experiment Station, Vicksburg, Miss.
.
1984
"Barcelona Harbor, New York, Design for Harbor
Model Investigation," Technical Report CERC-84-3, US
Improvements;
Army Engineer Waterways Experiment Station, Vicksburg, Miss.
and Acuff, Hugh F., Jr. 1983 (July). Edgewater
Bottin, Robert R.,
Marina, Cleveland, Ohio, Design for Wave Protection; Hydraulic Model Inves-
US Army Engineer Waterways Experiment
tigation," Technical Report
Station, Vicksburg,
Bottin, Robert R . ,
and Chatham, Claude E., Jr. 1975 (Nov).
Design for
Wave Protection,
Control, and Prevention of Shoaling, Cattaragus Creek
Harbor, New York; Hydraulic Model Investigation," Technical Report H-75-18,
US Army Engineer Waterways Experiment Station, Vicksburg, Miss.
"Wave Action and Breakwater Location, Vermilion
Brasfield, C. W.
Harbor, Ohio; Hydraulic Model Investigation," Technical Report H-70-5, US
Engineer Waterways Experiment Station, Vicksburg, Miss.
Crosby, Leroy G., and Chatham, Claude E., Jr. 1975. "Design of Entrance
Ludington Harbor, Michigan; Hydraulic Model Investi-
Channel Improvements
gation," Technical Report H-75-14, US Army Engineer Waterways Experiment
Station, Vicksburg, Miss.
H. B. 1967. "Selection of Optimum Alignment, Length,
Dai, Y. B., and
New Buffalo Harbor, Michigan; Hydraulic Model
and Height of
Investigation," Technical Report No. 2-761, US Army Engineer Waterways Experi-
ment Station,
Miss.
G. B. 1941. "Model Study of Plans for Reduction o f Wave Action in
Grand Marais Harbor, Minnesota," Technical Memorandum No. 186-1, US Army
Engineer Waterways Experiment Station, Vicksburg, Miss.
.
1944. "Model Study of Plans for Reduction of Wave Action in
Grand Marais Harbor, Minnesota; Second Phase, "Technical Memorandum No. 186-2,
US Army Engineer waterways Experiment Station, Vicksburg, Miss.
432
Previous Page
