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Property:Description of Beach

From Open Energy Information

Property Name Description of Beach
Property Type Text


Pages using the property "Description of Beach"

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A
Alden Wave Basin +Designed as needed using commercially available sand/sediment  +
C
Carderock Maneuvering & Seakeeping Basin +Wave absorbers are a discontinuous 12 degree slope type made up of seven permeable layers of rectangular precast concrete bar panels resting on an impermeable beach, they are located along the full length of the two sides of the basin opposite the wavemaker units.  +
Carderock Tow Tank 2 +The wave absorber spans the full width of the basin at the end opposite the wavemaker dome, the absorbers are a discontinuous 12 degree slope type made up of 12 permeable layers of rectangular precast concrete bar panels resting on an impermeable concrete slab supported by a structural steel framework, the center section of the absorber is of wood construction & can be raised and lowered as a unit to provide model access to and from the fitting-out dry dock located at the end of the basin.  +
Carderock Tow Tank 3 +The wave absorber spans the full width of the basin at the shallow end opposite the wavemaker dome; the absorbers are a discontinuous 20 degree slope type made up of 7 permeable layers of rectangular precast concrete bar panels resting on an impermeable concrete slab supported by a structural steel framework.  +
D
Davidson Laboratory Tow Tank +Porous metal beach at a fixed slope of about 12 degrees  +
DeFrees Large Wave Basin +1:20 sloping glass with dissipative horsehair covering if needed  +
DeFrees Small Wave Basin +1:10 sloping glass with dissipative horsehair covering if needed  +
H
Haynes Wave Basin +Stone  +
Hinsdale Wave Basin 1 +12' by 12' concrete slabs anchored to flume walls  +
Hinsdale Wave Basin 2 +Built to client specifications, currently rigid concrete over gravel fill  +
L
Lakefront Tow Tank +Aluminum segmented arch  +
Los Angeles and Long Beach Harbors Model +Point Fermin to Huntington Beach, CA  +
M
MHL 2D Wind/Wave +Removable beach  +
MHL Tow Tank +Concrete beach  +
Maine Tow Tank +Simulated beach is framed with PVC/mesh. Has a 4:9 slope.  +
O
OTRC Wave Basin +Progressive porosity vertical expanded metal wave absorber over 38 ft length of basin  +
Ohmsett Tow Tank +Wave dampening at downstream end  +
R
Richmond Field Station Tow Tank +Convex corrugated sheet  +
S
SAFL Channel +Channel is sufficiently adaptable to allow simulation of beach  +
Scripps Channel 1 +1:10 slope  +
Scripps Channel 2 +Different configurations may be installed  +
Sheets Wave Basin +Rear 20m of tank contains 8 panels of equal length with highly adjustable profile  +
Ship Towing Tank +Three layers of fibergrate at downstream end of tank  +
U
University of Iowa Wave Basin +Trusses overlaid with lattice and matting  +