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Saturday, 24 August 2013

AIR LEAKAGE TEST OF ESP BEFORE INSULATION PRINCIPAL AND METHOD EXPLIANED.

After completion of ESP mechanical erection a major activity starts

before insulation of ESP. ESP insulation takes more than six months

depends on two main factors . One is completion of Air leak test and

other is availability of insulation material and plate type heaters at site.

For a 500MW /660 MW unit with Indian coal at 8000 to 10000

numbers of Scaffolding pipes are required for insulation. Therefore

before proceeding to commissioning of ESP and electrical equipment

we will discuss about the ' AIR LEAK TEST ' of  ESP.

Objective 

The objective of this test is to prove that the air -in-leakage into ESP is

within the guaranteed value of 1% of design gas flow rate.

An air tightness test ( conversely ,ESP air -in -leakage test) shall be

performed on each pass of the precipitator on completion of erection of

ESP casing, hopper ,inlet/outlet funnels with all internals , inner roof etc.

All welding completed on the casing and all openings are closed. For

closing inlet and outlet funnel we require 6 to 10mm  plate to close the

inlet and outlet funnel mouth. Also require number of small plates to

close all the hopper mouth. It will be prudent if outlet ducts are erected

with damper so that one side can be done along with part of outlet duct.

However it is seen that during conductance of Air tightness test BOF to

ESP inlet funnel duct does not get ready therefore it will be wise to go

with the plate.. The test shall be conducted at different pressure conditions

viz. 100mm ,150mm,200, 250mm and 300mm of water column. An

external system comprising of suitable fan, measuring elements and

temporary ducts /pipes and calibrated venturi meter is required to conduct

the test.

Specification of Fan

- Type -               HCMB-- 3050

  Flow -               20000 m3/hr

  Speed -              2640 rpm

  Pressure -          7000 pascals

  Power required - 46.5 KW

  Density       -     1.2 kg/cm3 at 20 deg.c

b) Motor       - TEFC foot mounted motors

    volts         -  440volts ,3 phase ,50 hz.

    power       -  55KW , 2pole

c ) Venturi - calibrated and 03 numbers u -tube manometer to measure
                    air pressure across the venturi.

Note: This fan is high speed fan and requires temporary foundation at
          a suitable location to cater all the passes of the ESP. Without
          suitable foundation there will be vibration during the test.

          Two dampers will be required inlet and outlet of the fan and out
          two one will be regulating and other will be open-close type . Both
          the dampers can be manual operated.

Method:

- Keep inlet and outlet damper closed condition  start the fan and run it
   till it reaches full speed.

- Regulate the inlet damper and slowly pressurise the ESP such a way
  that pressure differential remains constant in u tube manometer mounted
  on hopper.

-Observe the volume of air being pumped in , for constant pressure differential
 by the pressure drop across the venturimeter.

-Repeat the test for differential pressure in ESP viz. 100, 150,200 ,250 and
 300 mmwc by varying the damper control of fan and note down
corresponding pressure differentials across the venturi.

- Using the above observations, the air leakage per pass is calculated.

- When stable conditions are established , the mass flow rate of air
  through the fan , venturi meter and the precipitator must be constant.

- The mass flow rate of air of the fan is

  M(fan)  = Q . d

where Q = Volumetric flow of air in m3/hr.
           d =  Density of air at test condition in kg/m3.

The mass flow rate through the venturi can be written as a function of
the pressure differential and the co-efficient of discharge.

M(venturi) = d1 xK venturi x sq.root of  delta P/ d1.

K venturi = Co-efficient of discharge of venturi
d1           = density of air in kg/m3.
delta p    = pr. differential across venturi in mm wc.

K(filter ) = Kventuri x sq.root of deltaPventuri/ P(static pressure of air
                                                                              inside ESP)

The test are conducted for different P ( static pressure) conditions and

K (filter)  is calculated.  A plot is drawn between K(filter) and P( st.pr)

. From the plot it can be shown that K (filter ) is constant.

continued to next part about commissioning of ESP

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Sunday, 4 August 2013

ESP ACTIVITY LISTING (WORK SCHEDULE) WITH ROOF PICTURES FOR THERMAL POWER STATION.

A list of materials and activities is given below for ready reference .All

this materials and activities need to be completed for declaring ESP ready

for use.

 -Base Column and associated bracing (Horizontal & diagonal ) erection and

  alignment .

- Bearings ( there are few types of bearing)  to be mounted on the top of 

  column.

- Intermediate frame erection 

- Wall plate erection ( starting from bottom and centre from sides)

- Longitudinal beam and transverse beam erection.

- Erection of housing plate.

- Field erection.

- Insulator erection 

*** For erection of longitudinal beam and transverse beam care should be 

taken during welding and alignment as these are main load bearing member

which holds the weight of field with ash. Instances are there it fails during

full loading due to defects.****

- Insulator loading            

- Removal of J bolt 

- Field alignment

- Collecting electrode loading in the field. 

- Shock bar angle erection 

- Huck bolting 

- Collecting electrode gauging.

- Inner roof erection.

- Hoppers wall Fit up.

-  Bottom hopper erection.

- Hopper approach Platform.

- Ash level indicator platform.

- Hopper and wall plate door erection.

- Outlet screen sheet erection.

- Outlet funnel erection

- GD screen sheet erection

- Inlet funnel erection as per front availability.

- Pent House erection.

- Roof structure erection and sheeting with monorail beam erection

- Rain water Drains erection.

- Hoist erection on mono rail.

- Insulation on inner roof after air tightness test.

- Outer roof erection.

-Transformer erection.

- Oil Pan erection

- Disconnecting switch erection.

- Insulator Cover plate.

- Collecting mechanism with motor.

-  Emitting mechanism and motor.

- GD screen sheet and motor.

- Deflection Plate and Ridge cap.

- Collecting and emitting Hammers.

- Inlet , outlet , left side and right side platform erection.

- Emitting electrode erection.

- Air tightness test and measure the value.

- Heater erection insulators ,Hopper heaters etc.

- Insulation wall plates , funnels inlet & outlet , Hopper plate etc.

- Erection of mechanical interlocks for transformers , insulator housing , wall

  manual doors , hopper manual doors  etc.

- Commissioning of rapping motors ,transformers ,hoist ,heaters etc.

- Field Charging.  





CONTINUED TO CONCLUDING PART.

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Sunday, 28 July 2013

ESP MECHANICAL WORK PART-IV FOR THERMAL POWER STATION.

Till date i have discussed ESP mechanical work up to inner roof panel.

ESP supplied by BHEL requires enormous quantity of welding (structural)ired 

at site . Therefore vendor should have adequate number of qualified welder

for the job . For 500MW and above unit at least 35 to 40 welders and around

20 tack welders are required at the peak time. As ESP jobs mostly sequential

in a pass therefore any delay on welding will delay the subsequent activities.

-Once all electrodes were loaded on temporary J- bolt then alignment work

for frames and shifting the load to permanent supports starts.

- Parallel erection of hopper wall also start once electrodes are fixed with

  frame by   bolts and this bolts are fixed by Huck bolting machine.

- Once should check the compatibility of the machine and bolts.

- All inner roof welding ,insulator housing work etc is complete then go

for insulation of inner roof and outer roof fixing.

- Funnel pre=assembly outlet and inlet to be done separately with from

the beginning as these activity will take about an year due to interfaces

Inlet funnel and outlet funnel requires huge space for assembly and at

site to get those space is difficult .However with proper planning same

could be achieved . 


ESP wall erection, roof erection and GD screen erection can be viewed.


Inlet funnel erection under progree with heavy duty crane.



Outlet funnel erection  under progress.







continued part-v

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Sunday, 21 July 2013

ELECTROSTATIC PRECIPITATOR ERECTION PLAN ,TOLERANCES PART-III FOR ATHERMAL POWER STATION

I  have discussed about the column and bracing erection ( horizontal and

diagonal) in ESP erection Part -II. There is sizing calculation for choosing

ESP size and the same will be discussed at later date. In this dispatch we

will discuss about other structural part.

CASING

- Pre -assembly of casing intermediate column individually and as a frame.

- A pre-assembly bed is required very near to ESP preferably any side of the

  ESP as frames are very big in size but not in weight.

- Transfer the foundation centre line to the top of the bearing through base 

  column.

-Transfer the centre line from bearing bottom plate to centre line of inter

 mediate column.

- Tolerance of distance variation is +/- 5 mm.

- Start erecting casing plate one by one between two intermediate columns .

- It is preferable to start erection from centre then come to side.

- It is also preferred to erect adjacent sides of two pass first then the free end.

- Once casing erection under progress then erection of roof beam horizontal

 ( longitudinal and transverse beams ) are erected  to lock all the casing and 

making it as a box. 

- After erection checking of beams , distances and diagonal measurement

  all are welded.

- After completion of roof structure measurement are made from Gas path

  centre line and recorded.

- Start erecting emitting frame and collecting electrode frame. This is a

  repetitive job needs to be done attentively. All measurements are to done

  with reference to GPCL. 

- All measurements are recorded  for reference.

- Collecting electrode erection either through bottom or using heavy duty

  crane from top that is roof. Both  process are having advantage and 

  disadvantages. If we don from the top progress will be more but we require

  deployment of 250MT crane exclusively for electrode erection. We also need

  a frame (sliding on rail ) to be fabricate at least for one packet of electrode 

 ( 30 nos). Its also advantage is hopper work can go simultaneously. However

  roof work will be suspended at that time. But inserting from the bottom 

  we need only a 1MT winch and nothing else . But progress will be slow.




casing erection , intermediate column erection with some roof beeam erection

under progress.


Roof erection and emitting frame erection under progress.






contd to part-iv.

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Sunday, 14 July 2013

ELECTROSTATIC PRECIPITATORS FOR A THERMAL POWER STATION OVERVIEW, ERECTION PLAN & CONSTRUCTION FEATURE PART -II

There are many types of electrostatic precipitators but I will describe only

BHEL make ESP.

- ERECTION PLAN AND SEQUENCE.

- Check the foundation of ESP column .

- Mark the centre line .

- Check the distance between centre lines of ESP foundations.
  Tolerance +/- 10mm.

-Top elevation of ESP foundations to be measured.

- Spacing between its foundation and diagonal difference.

- Bolt to Bolt pitches distance and diagonal distance to be measured
  Tolerances for pitch +/-03mm and diagonal +/- 05 mm.

- Some of the foundation will have shear lugs also .All those measurement
  are to be taken.

Top of the elevation and dimension of shear lug pocket is very important

for carrying out the secondary grouting by Ready  Mix concrete like

conbextra , pagel , sikka , five star etc. Gap between foundation and  column

pedestal will determine the volume of RMC required. Generally GAP is

restricted to 30 mm to maximum 70 mm. Secondary grout can be done

by one grade higher concrete but the curing time and settling time will be

21 days where as the same value can be achieved within 3 days of  RMC

concreting. Cost of RMC is much more therefore optimum dimension should

be achieved during pre-concreting check of foundations.

Once all foundations are checked then we can start preparing for column

erection. For any 500MW ,600 MW or 660MW set either there will be

04 pass ESP or 06 pass ESP. The work involved in each pass will be the

same and repetitive. Erection should start from the centre pass of the ESP

then move out to outer side. This help us in optimisation of crane capacity

any deviation from this may attract the requirement of higher capacity crane

for erection of  wall , inlet nozzle , roof truss etc. Interface with boiler erection

CHP , AHP and Duct structure will obstruct ESP erection. Therefore careful

planning is required to erect ESP .

- Sweep and camber of the columns to be checked .

- After erection column to be vertical. Tolerance 1mm/M ,max 10 mm.

- Horizontal bracing and diagonal bracing to be erected.

- Checking of orientation of column is must before erection.

we donot erect all the digonal bracing  to allow movement of Hydra crane

between the columns . Otherwise same is not possible . Bracing are erected

when our requiremnent of Hydra crane reduces.

- After welding of all bracings etc bearing /slide supports are placed on the

 top of the column.Diagonal Distance are measured from the top of the fixed

foot column to other bearing top and recorded.










contd to part-3

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