sluice gate gearbox design calculations

Neglecting bottom friction and atmos-pheric pressure decide the velocities 8 5 and 8 6 and the horizontal force re-quired to hold the gate if D 56 m D 61 m and L5 m. For doing so the sluice gate is made to move up and down with the help of rollers fixed to the vertical plates called skin plates which travel on vertical rails called guidesThese rails are fixed on piers or vertical walls as shown in Figure.


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Variables such as the opening size product density head height of material on the gate and even the type of service the unit will be subjected to will have an impact on the construction of the slide gate.

. The sluice gate flow rate measurement is based on the Bernoulli Equation and can be expressed as. I am new to this site and perhaps this is my first post. Y1 headwater depth ie flow depth upstream of sluice gate under parallel flow.

Y2 gate opening or flow depth at sluice gate under non-parallel flow. Cast iron sluice gate. The penstocks typically pull or.

Msa661 Structural OP 20 Jan 10 0123. We also had a chance to see a lot of home-built gear being used on the rivers and thank. Introduction A sluice gate is provided in the path of a river or a stream to regulate the flow of water.

Discharge under a sluice gate. FLOW UNDER SLUICE GATE. I want to have your expert advices about a sluice gate design.

Sluice Gate Pulled Up. Slide 19 of 22. Open-channel flow discharge under a sluice gate formulas Victor Miguel Ponce.

C d C c 1 C c y 2 y 1 12. The combined reduction of the gearbox drive chain and worm gear is 51 x 11 x 251 or 1251. 4 For inside screw threads multiply factors by 15 for exposed sluice gates penstocks multiply factors by 125 and insure that thrust estimate is a minimum of three times the weight of the gate.

Sluice Gate in Half-Meter Flume. I have attached a picture of that gate showing loadings and dimensions of gate. The sluice gates are operated by a manual hand wheel or electrical actuator which are used to turn and operated the penstocks.

Experimental Studies Discharge coefficient Flow is never really ideal Coefficient is related to relative size of gate opening. 6200 Savoy Drive Suite 750. All of this equipment was used in two different locations having very different dispositions and types of gold between March 12th and August 5th of 2009.

KWS Slide Gates are made for a wide variety of applications. 12 ρ v12 ρ g h1 12 ρ v22 ρ g h2 1 where. Sluice gate design.

The setting of the sluice gate is done manually with four people. Gates up to 20 ft in width are not uncommon. Q t cumulative turbine flowrate m 3 s Q s cumulative sluice gate flowrate m 3 s P Power consumed or generated MW r ramp function at the beginning of mode H head difference m N turbine number Q p pumping flowrate m 3 s η p pumping efficiency P h power generated according to hill chart MW C d discharge coefficient A s total sluice.

Most weir gates are required to be considerably wider than they are high. The design mimics the existing 1930s riveted gate construction using modern materials and joining methods. Such a gate may be only 24 to 30 in.

C c y 3 y 2. The flood discharging sluicing gate is of reinforced concrete structure the total width is 2400 m the longitudinal length is 1200 it has two 600 m X600 m HxW flood discharge sluicing bottom holes and one 600 m X600 m HxW floating debris sluicing upper outlet. Slide 18 of 22.

Slide 14 of 22. Kindly guide me about its flexiure and shear design. This factors assume a proper lubrication on stem threads if a poor maintenance is predicted multiply this factors by 115 to 13.

They have three main parts. Sluice Gate With Flow. Y X 15 Double sluice gate drive 7.

Sluice gate flow metering is often used to measure flow rate in open channels. Open the catalog to page 1. The moveable part.

Each application has a unique set of design variables which will impact the overall design of the gate. The control of each flow can only be achieved by the installation of sluice gates into channels and division boxes. Sluice gates are also often used to modulate flow.

Ideal Flow Theory No Energy Losses Q V 1 A 1 V 2 A 2. The incoming wastewater enters into inlet works which are divided into different channels by a division box. Weir gates mounted with unseating pressure particularly wide gates are subject to greater leakage because water pressure tends to deflect the slide away from the seals.

Slide 15 of 22. This drive shaft drives a worm gearlifting nut assembly. CALCULATE VELOCITY FLOW RATE FROM y1 y2.

Derivation of equation for unit-width discharge under a sluice gate. This means it takes 125 revolutions of the motor for one revolution of the worm gear assembly output. EXAMPLE Sluice gate A sluice gate controls flow in open channels.

The worm gear assembly has a 251 reduction. At sections 1 and 2 the flow is uniform and the pressure is hydrostatic. Slide 16 of 22.

In this paper a height automatic system is designed to set a certain height by using level sensor PLC and a three phase actuator with its transmission gear box. By Enterprise Engineering Services Ltd EESL of Aberdeen to design replacement vertical lift sluice gates for installation at Kinloch Rannoch Weir in Scotland on behalf of their ultimate client Scottish and Southern Energy plc SSE. H elevation height m ρ density kgm3 v flow velocity ms The pressure components in.

Manometers for Half-Meter Flume. If the storage level is less than the sluice gate height put in this value X Width of sluice gate in dm G. Slide 17 of 22.

Sluice Gates Used in water diversion canals irrigation canals residual water purification plants drinkable water treatment plants reservoirs and industrial General Comments A sluice gate is a mechanism used to cut off or obstruct the passage of a liquid. Jayakarta Sluice Gate is located in Jakarta the capital city of Indonesia. Required pulling force F µF Y Z Y 2 X G S 10 N Y Height of sluice gate Z Total static height in dm.

Like Flow Through Orifice Minimum cross-sectional area vena contracta is slightly downstream from the gate. Calculation of the discharge under a sluice gate Victor Miguel Ponce San Diego State University. Proline 2-12 power sluice a DK 1-12 power sluice and a new Keene 2-12 power sluice.

Discharge under a sluice gate. V 2 C d 2gy 1.


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