
ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
ORBINOX reserves the right to change specifications without notice
Model MU Slide Gate 6”x 6” (150mm x 150mm) to 80”x 80” (2000mm x 2000mm)
The equipment provided under this section shall be
fabricated, assembled, erected, and placed in proper
operating condition in full conformity with the drawings,
specifications, engineering data, instructions and
recommendations of the equipment manufacturer unless
exceptions are noted by the engineer. Gates and operators
shall be supplied with all necessary parts and accessories
indicated on the drawings, specified or otherwise required
for a complete, properly operating installation, and shall
be the latest standard product of a manufacturer regularly
engaged in the production of fabricated gates. Gates
supplied under this section shall be Model MU Stainless
Steel Slide Gates as manufactured by ORBINOX.
GOVERNING STANDARDS. The sluice gates specified in
this section shall be manufactured in general accordance
to AWWA C561, latest edition.
QUALITY ASSURANCE. The manufacturer shall have
experience in the production of substantially similar
equipment, and shall show evidence of satisfactory
operation in at least 50 installations. The manufacturer's
shop welds, welding procedures and welders shall be
qualified and certified in accordance with the requirement
of the latest edition of ASME, Section IX. Gates shall be
shop inspected for proper operation before shipping.
SUBMITTALS. The manufacturer shall submit for approval
by the purchaser, drawings showing the main dimensions,
general construction and materials used in the gate.
Maximum allowable leakage
Gallons per minute per foot of perimeter:
= 0.10 + (0.0024 x (unseating head in feet - 20))
Liters per minute per meter of perimeter:
=1.24 + (0.101 x (unseating head in feet - 6.1))
Example: If we have a gate with 30 feet head, the leakage for the
unseating head will be:
0.10 + (0.0025 x (30 –20)) = 0.125 US gpm/ft of perimeter.
LEAKAGE. Slide gates shall be substantially watertight
under the design head conditions.Under the design seating
head, the leakage shall not exceed 0.05 U.S.gallon per
minute per foot (0.62 l/min per meter) of seating
perimeter. Under the design unseating head, the leakage
for heads of 20 feet (6m) shall not exceed 0.05 U.S. gallon
per minute per foot (0.62 l/min per meter) of seating
perimeter. For unseating heads greater than 20 feet (6m),
the allowable leakage shall be the rate per foot (meter) of
perimeter specified by the following equations or better:
DESIGN HEAD. The slide gates shall be designed to
withstand the design head shown in the schedule.
SEAL PERFORMANCE TEST. The gate’s seating system
should have been tested through a cycle test and should
show that the leakage requirements are still obtained with
a minimum deterioration.
GENERAL DESIGN. Gates shall be either self-contained or
non self-contained and of the rising stem, or non-rising
stem configuration as indicated on the gate schedule.
WALL THIMBLE. The wall thimble (optional) shall be
stainless steel and supplied by the gate manufacturer. Refer
to the gate schedule for type and applicable locations.
Material thickness should be according to the
manufacturer's recommendations and be of sufficient
resistance to handle the operating forces.
FRAME. The gate frame shall be constructed of structural
members or formed plate welded to form a rigid one-piece
frame. The frame shall be suitable for mounting on a
concrete wall (wall mount). The frame configuration shall
be of type and design that shall allow the replacement of
the side and bottom seals without removing the gate frame
from the concrete wall or wall thimble. The minimum
thickness at the frame members shall be 1/4 " (6,35mm).
The design stress shall not exceed the lesser of 50% of the
yield strength or 25% of the ultimate strength of the
materials for maximum load conditions.