Tool for creating a water-control gate specification
The following specification is recommended:
Golden Harvest, Inc. "Golden Gates" Model GH-65 Stainless Steel Weir Gate
Specifications:
A. SLIDE GATES
Slide gates shall be supplied by one manufacturer with similar sizes identical and parts interchangeable. Gates shall be manufactured by Golden Harvest, Inc. of Burlington, Washington (800-338-6238) and supplied by DJ Gongol and Associates, Inc. of West Des Moines, IA (515-223-4144 or www.gongol.net).
B. GUIDES
Guides shall be of stainless steel and be designed for maximum rigidity. The weldment shall contain a neoprene seat and allow for a flush seal. Guide frames shall be provided with ultra-high molecular weight (UHMW) polyethylene seats on both sides of the slide.
Where the guides extend above the operating floor, they shall be sufficiently strong so that no further reinforcing shall be required.
The yoke, to support the operating benchstand, shall be formed by two structural members welded at the top of the guides to provide a one-piece rigid frame. The yoke shall be designed to allow for slide removal without removing the yoke.
MODEL GH-45 AND GH-65:
The gate shall be designed for spigot, in-channel, or embedded mounting as required by the engineer and indicated in the drawings. A seal across the top of the opening shall be provided when required. The guide frame shall weigh not less than 9 pounds per foot.
C. SLIDE
The disc or sliding member shall be of stainless steel plate reinforced with stainless steel members welded to the plate. The disc shall not deflect more than 1/360th of the span of the gate under the design head.
D. SEALS
P-bulb seals shall be provided to prevent excessive leakage. They shall extend along the sides and across the invert on weir gates and across the top when required.
A stainless steel spigot shall be welded to the gate frame. P-seals shall be attached to the spigots and held in place by a bolted retainer bar. P-seals shall be field-replaceable and adjustable. The P-seals shall not protrude into the specified gate opening.
E. OPERATOR
Manually-operated lifting mechanisms shall be of the handwheel or crank-operated fully-enclosed gear type as indicated on the drawings and schedule.
The handwheel type shall be without gear reduction.
The crank-operated type shall have either a single-gear or double-gear reduction depending on the lifting capacity required.
The operator housing shall be cast steel or cast iron. Each type shall be furnished with a threaded bronze lift nut to engage the threaded portion of the stem. The lift nut shall be flanged and supported on roller bearings to take the thrust developed during opening and closing of the gate.
Anti-friction thrust washers or bearing plates will not be permitted.
Gears, where required, shall be provided with machine-cut teeth designed for smooth operation. The bearings and lift nut shall be mounted in a housing, which in turn shall be supported by a pedestal or mounted on the yoke of the gate.
Lubrication fittings shall be provided in the gear housing to permit lubrication of all gears and bearings. Mechanical seals shall be provided around the lift nut and pinion shaft.
An arrow shall be cast on the gear housing or the handwheel to indicate the direction of rotation to open the gate. A maximum effort of 40 pounds shall be required to operate the gate after it is unseated.
Operators shall be provided with a vented transparent butyrate stem cover having a transparent mylar scale calibrated in feet and inches to show gate position.
Adjustable bronze stop collars shall be provided to limit both upward and downward travel. The distance between the handwheel and the operating floor shall be approximately 36".
Electric actuators, if required, shall be as specified in section _______.
F. DUAL OPERATORS
Gates having a width equal to, or greater than, two times the height shall have dual-stem operators. Assembly shall have enclosed geared operators interconnected so that they will act as a unit and so that a crank lever or interconnecting electric operator may accomplish the operation of the gate from a single location. The connecting shaft shall be stainless steel and be provided with flexible couplings for alignment and adjusting purposes.
G. STEM
The operating stem shall by type 304 or 316 stainless steel of suitable length and ample strength for the intended service. The stem diameter shall be capable of withstanding twice the rated output of the operator at 40 pounds pull and shall be supported such that the L/R ratio for the unsupported part of the stem does not exceed 200.
The threaded portion of the stem shall have Acme-type cold-rolled threads with a maximum surface roughness of 16 microinches.
Machine-cut threads will not be permitted.
The stem connection shall be either the clevis type, with structural members weldd to the slide and a bolt to act as pivot pin, or a threaded and bolted (or keyed) thrust nut supported in a welded pocket. The pocket and yoke of the gate shall be capable of taking at least twice the rated thrust output of the operator at 40 pounds pull.
H. GATE SLIDE THICKNESS
The gate slide and frame rail shall have a minimum thickness of 1/4 inch.
I. FASTENERS AND ANCHOR BOLTS
All necessary fasteners and anchor bolts shall be of stainless steel and shall be furnished by the slide gate manufacturer.
J. MATERIALS
Frames, invert, spigot:
- Stainless steel type 304 or 316, ASTM A-276
Disc, yoke retainers:
- Stainless steel type 304 or 316, ASTM A-240
Stems:
- Stainless steel type 304 or 316, ASTM A-276
Fasteners and anchor bolts:
- Stainless steel type 304
Invert seal:
- Neoprene, ASTM D-2000
Seats:
- Ultra-high molecular weight (UHMW) polyethylene, ASTM D4020
last revised 10.26.2005