3. 5. 9. PURCHASER Contract- Mar 21, 2011 Page 41 of 108
500
EXHIBIT G- DRAWINGS AND DOCUMENTATION SCHEDULE Based on the current workload, the following software deliverables schedule shall apply. Any delay of the FNTP beyond 8 weeks past the LNTP date, will result in corresponding delays in the drawing delivery schedule. Delivery Date Remarks Item Description (Weeks After Receipt of LOI/ FNTP), as defined under Remarks 1. HRSG Performance & Mechanical Data 6 Completed Sheets 2. Preliminary HRSG Foundation Footprint, 8 Completed Details & Foundation Load Chart 3. Preliminary HRSG General Arrangement 8 Completed Drawings - Plan & Elevation 4. HRSG P&ID Drawings HP, IP & LP 4 Completed Systems (First Release) 5. Module Weights and Dimensions 14 Completed Module Head & Tail Lifting Lug Details 6 Completed and Location 6. Trim List (Valves & Instrumentation) 10 Completed 7. N/E Shipping Sequence List (finals prior to 16 Completed shipment) 8. Final HRSG Foundation Footprint, Details 10 Completed & Foundation Load Chart 9. HRSG General Arrangement Drawings- 10 Completed Plan & Elevation (Unit Layout Drawings) 10. General Arrangement - Platform, Stairs & 12 Completed Ladders 11. Large Bore Piping Terminal Points 14 Completed Interface Details 12. Duct Burner P&ID's 12 FNTP PURCHASER Contract- Mar 21, 2011 Page 41 of 108 Execution Document
3. 5. 9. PURCHASER Contract- Mar 21, 2011 Page 41 of 108
Based on the current workload, the following software deliverables
schedule shall apply.
Any delay of the FNTP beyond 8 weeks past the LNTP date, will
result in corresponding delays in the drawing delivery
schedule.
Delivery Date Remarks Item Description (Weeks After
Receipt of LOI/ FNTP), as
defined under Remarks
2. Preliminary HRSG Foundation Footprint, 8 Completed Details &
Foundation Load Chart
3. Preliminary HRSG General Arrangement 8 Completed Drawings - Plan
& Elevation
4. HRSG P&ID Drawings HP, IP & LP 4 Completed Systems
(First Release)
5. Module Weights and Dimensions 14 Completed Module Head &
Tail Lifting Lug Details 6 Completed and Location
6. Trim List (Valves & Instrumentation) 10 Completed
7. N/E Shipping Sequence List (finals prior to 16 Completed
shipment)
8. Final HRSG Foundation Footprint, Details 10 Completed &
Foundation Load Chart
9. HRSG General Arrangement Drawings- 10 Completed Plan &
Elevation (Unit Layout Drawings)
10. General Arrangement - Platform, Stairs & 12 Completed
Ladders
11. Large Bore Piping Terminal Points 14 Completed Interface
Details
12. Duct Burner P&ID's 12 FNTP
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13. Field Erection Manual 12 FNTP
14. Control LoQic DiaQrams 20 FNTP 15. Erection Drawings 30
FNTP
16. HRSG Operation & Maintenance Manuals a. NIE Manual text
write-up 32 FNTP b. NIE subvendor information 52 FNTP
17. ASME Code Data Package 60 days after field hydrotest
reports
18. HRSG Startup Curves Based on GSPC 4 - preliminary Completed
Steam Turbine Startup Curves May need to be
updated if GT data is updated
19. HP, IP & LP Feedwater Control Valve 4 (Pressure drop
Completed Pressure Droo And Characteristics at max. flow)
20. HP, IP & LP Feedwater Flow 4- Preliminary • Completed
Measurement Device Pressure Droo 12 ·Final
21. HP, IP & LP Steam Flow Measurement 3- Preliminary Completed
Device Pressure Drop . after provided
detailed piping information
22 Casing I Ducting Detailed Fabrications 12 Completed Drawings I
Field Erection Only
23 Small Bore Piping 4 Comoleted 24 Steam Blow Conditions 4
Completed 25 Module Detailed Fabrication Drawings I 10 FNTP
Field Erection Onlv 26 Blowdown Tank Svstem 12 FNTP 27 HPIIPILP
Drum Detailed Design Drawings 4 FNTP
a. Two week turn around time for Purchaser comments required for
reviewing drawings.
b. NIE will supply electronic drawing files in a ".tif'
format.
PURCHASER Contract-Mar 21, 2011 Page 42 ofl 08 Execution
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GENTLEMEN:
-DRAFT-
8TH AND LOCUST STREETS ST. LOUIS, MO 63101
-----''' 2009
BY ORDER OF OUR CLIENT, NOOTERIERIKSEN, INC., A MISSOURI
CORPORATION, 1509 OCELLO DRIVE, FENTON, MISSOURI 63026, TOGETHER
WITH ITS SUCCESSORS AND ASSIGNS ("SELLER"), SELLER'S BANK HEREBY
OPENS IRREVOCABLE LETTER OF CREDIT, NO. (THE "LETTER OF CREDIT"),
IN THE FAVOR OF , TOGETHER WITH THEIR SUCCESSORS AND ASSIGNS
("BUYER"), FOR THE AMOUNT OF
UNITED STATES DOLLARS (US$ ). THIS LETTER OF '""c-=R-=E .....
D'""IT:-("'1)--,S,..,H"'"'A:-:-L-:-L BECOME EFFECTIVE IMMEDIATELY
AND SHALL EXPIRE NO LATER THAN , AT OUR COUNTERS IN ST. LOUIS,
MISSOURI, U.S.A., AND (II) IS SUBJECT TO THE FOLLOWING:
1. FUNDS UNDER THIS LETTER OF CREDIT ARE AVAILABLE TO YOU UPON
PRESENTATION OF YOUR DRAFT(S) DRAWN BY BUYER ON SELLER'S BANK AT
SIGHT, SETTING FORTH THEREON SELLER'S BANK LETTER OF CREDIT NO._
..,...,...,="'"'' TOGETHER WITH A STATEMENT PURPORTEDLY SIGNED BY
AN AUTHORIZED OFFICIAL OF BUYER CERTIFYING:
"PURSUANT TO THE TERMS OF THE PURCHASE CONTRACT FOR THE AS OF .
SELLER HAS
::-I N";::;C:-:-U:-::Rc=Rc=E=D-=T::-:Hc=E-::0:-:B::-L";::;I
G:-:A-::T=:ION TO PAY (NOT TO EXCEED AMOUNT SET FORTH
ABOVE)."
AND
"PURCHASER HAS IN WRITING NOTIFIED SELLER AT LEAST THIRTY (30) DAYS
IN ADVANCE OF PURCHASER'S INTENTION TO DRAW ON THIS LETTER CREDIT
NO. AS INDICATED BY THE LETTER
PURCHASER Contract -·Mar 21, 2011 Page 43 ofl 08 Execution
Document
ATTACHED TO BUYER'S DOCUMENT PRESENTED TO DRAW UPON THIS LETTER OF
CREDIT."
2. SELLER'S BANK HEREBY AGREES TO REDUCE OR TERMINATE THIS LETTER
OF CREDIT ONLY UPON RECEIPT OF WRITTEN INSTRUCTION FROM BUYER. IN
THE EVENT BUYER ELECT TO TERMINATE, THE ORIGINAL LETTER OF CREDIT
MUST ACCOMPANY SUCH NOTICE.
3. SELLER'S BANK HEREBY AGREES WITH BUYER THAT BUYER'S DRAWING
UNDER THIS LETTER OF CREDIT SHALL MEET WITH DUE HONOR, NO LATER
THAN THREE BUSINESS DAYS, TO THE BANK ACCOUNT SPECIFIED BY BUYER IN
ITS SIGHT DRAFT SUBMITTED HEREUNDER, IF RECEIVED BY SELLER'S BANK
WITHIN THE TERM OF THIS LETTER OF CREDIT AND IF SUCH DRAWING
COMPLIES WITH THE TERMS HEREOF. PARTIAL DRAWS UNDER THIS LETTER OF
CREDIT SHALL BE PERMITTED.
4. THIS LETTER OF CREDIT IS SUBJECT TO THE INTERNATIONAL STANDBY
PRACTICES ("ISP") OF THE INTERNATIONAL CHAMBER OF COMMERCE UNIFORM
CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDIT (LATEST REVISION)
INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 600. AS TO
MATTERS NOT ADDRESSED BY THE ISP, THIS LETTER OF CREDIT SHALL BE
GOVERNED BY AND CONSTRUED IN ACCORDANCE WITH THE LAWS OF THE STATE
OF MISSOURI AND APPLICABLE U.S. FEDERAL LAW.
KINDLY ADDRESS ALL COMMUNICATIONS CONCERNING THIS LETTER OF CREDIT
TO THE ATTENTION OF OUR LETTER OF CREDIT DEPARTMENT AT THE ABOVE
ADDRESS, MENTIONING SPECIFICALLY OUR LETTER OF CREDIT NO.
SINCERELY,
U.S. BANK, N.A. INTERNATIONAL DEPT. SL-MO-L21L 8TH AND LOCUST
STREETS\ ST. LOUIS, MO 63101
PURCHASER Contract- Mar 21, 2011 Page 44 of I 08 Execution
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EXHIBIT 1- PERFORMANCE TEST PROCEDURE
1.0 INTRODUCTION
1.1 This document describes the basic performance test procedure
which will be used by
Nooter!Eriksen to evaluate performance of a Heat Recovery Steam
Generator (HRSG)
taking exhaust from a combustion gas turbine.
1.2 The primary objective of the performance tests will be to
verify that the purchased
equipment has met all thermal performance guarantees per the
commercial contracts.
Additional tests may also be performed to verify operational
capabilities and to
characterize unit performance. These tests do not address guarantee
verifications for
sound or emissions.
1.3 This test plan describes the general test approach, test
instrumentation, test procedure,
equations to be used for calculating test results, and methods
which will be used to
compare the HRSG (boiler) thermal performance to the
guarantees.
1.4 Specific test procedures to be used in conducting the tests of
each unit will be developed
at least 3 months prior to the test and submitted to the supplier
for agreement and
approval. Deviations from the test procedure during the test period
or during post-test
data analyses are acceptable if mutually agreed upon between all
parties involved.
1.5 Where discrepancies exist between this generic test procedure,
the specific unit test
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procedures, and other published procedures or test codes, the
specific unit test procedure
shall take precedence. Each procedure generally follows guidelines
provided in ASME
Performance Test Code PTC 4.4-2008 (Gas Turbine Heat Recovery Steam
Generators),
the latest editions of the PTC 19 series of codes on uncertainty
and instrumentation, and
PTC 22-2005 (Gas Turbine Power Plants).
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2.0 TEST RESPONSIBILITIES
The responsibilities for involved parties to the test are as
follows:
2.1 Purchaser
• • •
• • •
• • • • •
•
Assist with power hook-up forNooter/Eriksen supplied test equipment
. Assist with installation oftest instrumentation as needed .
Provide scaffolding for the installation of inlet thermocouple grid
. Provide sample containers, obtain samples and provide lab
analysis of water . Inspect flow meters prior to the test. Program
plant computer to provide required data. Dead bands shall be
removed :from all recorded data points. Control the unit to the
required operating conditions . Align system flows as required for
the tests . Isolate leaking valves identified by the test team .
Provide fuel sample cylinders and obtain fuel samples and analysis
. Coordinate, perform and direct the test Assist with data
collection .
2.2 Supplier
•
• • •
• •
-~
Provide test instrumentation and data acquisition system for
instruments within Nooter/Eriksen scope of supply. Calibrate test
instrumentation supplied by Nooter/Eriksen . Install test
instrumentation supplied by Nooter/Eriksen . Perform a cycle
isolation walkdown to identify leaking valves which may affect test
results. Assist lead test team . Provide a computer model which
will recalculate guaranteed performance at test conditions. Analyze
test results and prepare test report.
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3.0 TYPICAL TEST PROCESS
3. I Prerequisites
The following actions should be completed by the appropriate party
before initiation of the test:
a) The fuel flow orifice plates/flow meters to the gas turbine and
duct burner shall be inspected prior to installation to assure
proper condition. Proper installation and orientation shall be
verified.
b) Feedwater and steam flow elements shall also be inspected to
assure proper condition. Proper installation and orientation shall
be verified.
c) Install necessary test instrumentation.
d) Record serial numbers and nameplate data of appropriate
equipment being tested and equipment being used for the test.
e) Assign test personnel responsibilities and review
procedures.
f) VerifY that a representative from each party is present
(ifreqt~ired). The supplier shall be given at least two months ( 60
days) notice of the date on which HRSG performance tests are
scheduled to be initiated.
g) The HRSG manufacturer and plant personnel should certifY that
the HRSG is clean and that conditions are acceptable for
testing.
h) Start unit under normal start-up procedures if not already
running.
i) After start-up, check instruments and verifY data acquisition
system operation.
j) Double block all manifolded vent and drain lines to eliminate
bypassing of heat transfer surface.
k) Prior to starting the test, the combustion turbine and HRSG will
be allowed to wann up to and stabilize at operating
temperatures.
I) Perform a cycle isolation walkdown to verifY that the cycle is
isolated. A checklist of isolation valves, drain valves, etc. will
be used for the verification. The configuration of
PURCHASER Contract -Mar 21, 201I Page 48 of 108 Execution
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these valves will be in accordance with the supplier's P&ID. A
cycle isolation list is to
be provided at a later date.
m) For fired test cases, set the duct burner fuel flow to the
desired heat input (based on
LHV). The heating value of the fuel used will be based on a
preliminary fuel sample
analysis. Final performance evaluations will be based on analyses
of samples taken
during the tests.
n) Verify that the feedwater flow is steady. Operate the flow
control valve in automatic
mode unless the drum level is very unstable(± 1 %) in which case
manual mode may be
required.
o) Verify the steam purity is steady. Steady conditions will be
defined as at least two
consecutive sodium readings being practically the same.
p) Verify that the plant computer system is logging data at
1-minute intervals or less.
q) Verify duct burner status.
r) Verify power augmentation steam status.
s) Verify that the HR.SG and associated equipment is in normal
operating condition for the
test.
t) Verify that test conditions are within acceptable tolerance of
design conditions. Obtain
concurrence from each party representative.
3.2 Test
A) START DATA ACQUISITION FOR A ONE--HOUR DURATION AT THE TIME
DESIGNATED BY THE TEST DIRECTOR. UNIT OPERATION SHOULD BE HELD
CONSTANT. NO EQUIPMENT ADJUSTMENTS SHOULD BE MADE DURING THE TEST.
THE PLANT COMPUTER DATA LOGGER SHOULD BE STARTED APPROXIMATELY TWO
HOURS BEFORE A TEST AND SHOULD RUN FOR ONE HOUR AFTER THE
COMPLETION OF A TEST OR UNTIL CONTROL OF THE UNIT IS VARIED. TillS
DATA WILL BE USED TO CONFIRM STABLE OPERATION.
B) RECORD DATA ON THE MANUAL DATA SHEETS ONCE EVERY 5 MINUTES FOR
THE DURATION OF THE TEST.
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C) TIIENOOTERIERIKSENDATAACQUISITIONSYSTEMSHOULDRECORDDATAAT
30-SECOND INTERVALS FOR 1HE DURATION OF 1HE TEST.
d) The plant computer should be recording appropriate data at
1-minute intervals or less.
e) Obtain one fuel sample at the start of each test Fuel properties
should be monitored for
consistency during the test If the on-line gas chromatograph shows
a change in fuel
properties during the test, an additional fuel sample shall be
taken at the middle and end
ofthe test.
f) Obtain one feed water sample and one steam sample every 5
minutes during the test If
available, online sampling of the sodium concentration should be
monitored and recorded
on a continuous basis.
g) Record significant events, inconsistencies or adjustments made
during the test.
h) Once the test is completed, all data takers should average the
numbers on their data sheets
and return the completed sheet to the test director. Any
discrepancies or questionable
items should be noted at that time. All parties to the test will
sign the data sheets at the
completion of the test series. The vendor will receive copies of
all data sheets at the
completion of each test run, if requested.
i) Preliminary perfonnance calculations shall be made based on the
test results and
estimated fuel analysis. Final results will be calculated by
entering all data into the
supplier's computer program and detennine the guaranteed output at
the test conditions.
The results of this on-site analysis will be considered preliminary
only. The supplier
shall have 30 days to recalculate fmal results after receipt of the
final test data with actual
fuel analysis from the plant.
j) Proceed to the next test or unit operating condition. A minimum
of two tests for each
operating case will be required (results averaged) to verifY
perfonnance and repeatability.
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4.0 ACCEPTANCE CRITERIA
4.1 Maximum permissible variations in test conditions as indicated
in Table 3-5.3-1 of
ASME PTC 4.4-2008 are as follows:
Variable
Supplemental Fuel Flow
Feedwater Temperature to Economizer
Steam Temperature Leaving Superheater
±2%
± 1/2% of steam flow
±sop
±sop
±sop
±1%
4.2 Tests will be conducted at each guaranteed operating condition.
At least two test runs
will be conducted for each guaranteed case in order to demonstrate
repeatability of the
test runs.
4.3 The corrected steam parameters from two test runs at the same
operating condition must
agree within the random uncertainty of the corrected results. If
the two tests agree within
the random uncertainty of the corrected results, the results will
be averaged to determine
unit performance for guarantee verification. If the two test runs
do not agree, the cause of
the discrepancy should be investigated and eliminated, if possible.
A third test should
then be performed and the results of any invalid test discarded. If
the cause of the
discrepancy cannot be identified, the results of all tests will be
discussed.
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5.0 TESTINSTRUMENTATION
All instruments will be calibrated prior to the test against
standards traceable to the National
Institute of Standards and Technology (NIST). Test instrumentation
calibration records will be
kept and made available to the owner to review and approve should
test results be disputed.
A brief description of the typical types of test equipment used by
Nooter/Eriksen is as follows.
Actual test instrumentation to be used during the test and the
responsible party for the supply of
this equipment will be defmed in the specific unit test
procedure.
5.1 Data Acquisition System
The Nooter/Eriksen performance test system utilizes distributed
data acquisition junction
boxes. Each junction box contains an input module that converts
analog inputs to digital
signals. Current inputs from pressure transmitters and watt meters
enter ~achjunction box and pass through 0.01% precision resistors
where the input module measures voltage
to determine the current signal generated by the instruments.
Temperature inputs from RID's and thermocouples are similarly wired
to junction boxes with inputs passing
through a thermistor reference directly into the measurement
modules and then to the
data acquisition computer. Similar modules are also used for other
instrumentation
inputs such as flow, rpm, direct voltage, etc.
Input module current readings are accurate to ± 0.03%. Each module
is calibrated once
each year against standards traceable to NIST.
5.2 Temperature Measurements
Temperatures will be measured with 4-wire 100 ohm platinum RIDs or
K-type
thermocouples. Temperature sensors are calibrated in a solid state
dry block calibrator. All temperature sensors are calibrated
against a Hart Scientific 5626 platinum standard
RTD, or equivalent. This standard is calibrated once each year by
the supplier against a
standard traceable to NIST. Overall measW"ement accuracy including
the element,
extension wire, reference junction, and DAS should be less than
0.5°C for temperatures
less than 300°C, and 1 oc for temperatures greater than
300°C.
5.3 Barometric Pressure
Barometric Pressure will be measured using an electronic absolute
pressure cell, which
has an accuracy of±0.1% of reading (approx. 0.03 inches Hg) and is
calibrated against a
PURCHASER Contract- Mar 21, 2011 Page 52 of 108 Execution
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standard traceable to NIST.
All static and differential pressures will be measured with
Rosemount transmitters. The
transmitters will be calibrated against one of the following
calibration standards as
appropriate for the application:
• Pneumatic dead weigh tester (accuracy of0.05% of reading)
This equipment is routinely calibrated by the supplier against
standards traceable to
NIST.
should be less than 0.4%.
5.5 Air Relative Humiditv Measurement
A psychrometer will be used to measure the wet bulb temperature of
the ambient air. The
psychrometer will consist of an RTD in a cotton wick, continuously
wetted by a water
reservoir and aspirated by an induced draft electric fan. Specific
and relative humidity
will be calculated from the wet bulb temperature, dry bulb
temperatures, and barometric
pressure.
5.6 Sodiuin Concentration
If required, sodium concentration will be measured. Sodium
concentration will be
measured by plant instrumentation as well as grab samples taken
periodically throughout
the test. The samples should be examined by a qualified water
chemistry lab with the
ability of measuring the sodium concentration within± 0.5%.
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6.0 TEST MEASUREMENTS
Specific listings of parameters to be measured, parameters to be
calculated, test measurement points, and Nooter/Eriksen
instrumentation to be used during testing will be provided in the
specific test procedures developed for each unit tested. Typical
installation guidelines and applications of the test instruments
are as follows.
6. I Combustion Turbine Inlet Air Temperature
In obtaining the dry bulb temperatore, the square inlet air system
will be divided up into nine quadrants (three by three grid). Each
of the nine quadrants will contain a single automated dry bulb test
temperature indicator (RTD) which will be read throughout the test.
Four additional RID's will be used to measure dry bulb temperature
downstream of the evaporative coolers at the compressor
inlet.
6.2 Combustion Turbine Inlet Humiditv
One test psychrometer will be located in the center of and at the
filter inlet The
psychrometer will consist of an RTD in a cotton wick, continuously
wetted by a water
reservoir and aspirated by an induced draft electric fan. Relative
and specific humidity
upstream of the evaporative coolers will be calculated from the
wet-bulb and dry-bulb
temperature readings.
6.3 Barometric Pressure
A test absolute pressure cell will be located near the turbine
shaft centerline elevation.
6.4 Turbine Exhaust!HRSG Inlet Pressure
Turbine exhaust pressure will be measured using test pressure
transmitters connected to HRSG vendor provided static pressure
probes located immediately downstream of the transition piece to
the HRSG inlet.
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6.5 Turbine Exhaust!HRSG Inlet Temperature
Turbine exhaust temperature will be measured with a temporary test
grid of a minimum of sixteen calibrated thermocouples installed in
the HRSG inlet duct through two - 3 inch wall ports. If special GT
vendor supplied exhaust thermocouple rakes are installed for
start-up and are available during the test, they may be used in
addition to the grid. Exhaust temperature from the standard GT unit
thermocouples or RID's will be recorded for reference.
6.6 Combustion Turbine and Duct Burner Fuel Flows
Fuel flows will be determined by measuring differential pressure
across the existing calibrated orifice plate meter tubes. Test
differential transmitters will be installed in parallel with the
plant
, transmitters.
6. 7 Fuel Pressures
Pressure at the fuel flow metering orifices will be measured by a
test static pressure
transmitter installed on the high pressure side of the flow
orifice.
6.8 Fuel Temperature
Fuel temperatures will be measured by test RID's or thermocouples
installed in a
thermowell located upstream of the fuel flow orifice meter
tube.
6.9 Fuel Analysis
A minimum of two fuel samples will be taken by the owner during
each test run.
Additional samples may be taken during the test run if unsteady
fuel conditions are
suspected. One sample will be sent to a qualified lab for analysis.
Fuel heating values
and specific gravity will be calculated from the lab analysis using
properties in PTC 22.
The second sample will be retained by the owner as a spare.
If any party does not challenge the fuel sample results within a
three-month period following the test, the fuel sample analysis
results will be considered acceptable to all parties and the spare
samples will be discarded.
6.10 Water Flow
Water flow will be calculated based on measured differential
pressure across a flow
element, measured static pressure, and measured temperature. The
discharge coefficient
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for calibrated elements will be extrapolated to actual line
Reynolds number.
6.11 Steam Quality
In some cases steam quality should be defined. Steam quality will
be determined by measuring the sodium concentration in the drum
water Cdw and comparing it with the sodium concentration in the
wetted saturated steam C,w at the outlet of the drum. The
difference between the unit and the ratio of concentrations C,w!Cdw
will correlate to the steam quality.
6.12 Water/Steam Pressures
Static pressure transmitters will be connected in parallel with the
plant gauges or transmitters on the high-pressure side of the flow
elements.
6.13 Water/Steam Temperatures
Water and steam temperatures will be measured by K-type
thermocouples or RTDs installed in test thermowells. .
6.14 HRSG Stack Gas Temperature
During the test, test probes consisting ofK-type thermocouples will
be installed in each of the 4 EPA ports located in the stack. A
minimum of twelve thermocouples will be installed. The
thermocouples will be placed at the centroid of equal areas inside
the stack.
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7.0 EVALUATIONOFTESTRESULTS
7.1 Correction of Performance Guarantees
The tests will be conducted as close as possible to the guaranteed
conditions; however, since it is not possible to operate exactly at
design conditions, the guaranteed performance for each tested mode
will be corrected to the test conditions using a computer code
provided by the HRSG vendor. Actual HRSG performance will be
compared to the recalculated guaranteed performance predicted by
the computer program to determine ifthe HRSG has met all
performance guarantees. Once the analysis of the test has been
completed, the predicted parameter will be compared with the
measured parameter. Any excess in steam flow or temperatwe on any
pressure level can be traded for a deficit of flow or temperature
on another pressure level on an equivalent energy basis down to a
difference of zero. Once the tradeoffs have been completed, a test
tolerance equal to test uncertainty will be applied to all
guaranteed parameters. Any parameter falling within the test
tolerance will not be assessed an LD or credit. Any parameter
falling outside the test tolerance will be assessed an LD or credit
equal to the difference between the measured/corrected parameter
and the outside edge of the tolerance band.
Steam Tradeoff within the OEM steam turbine steam flow limits will
be allowed using the following Formula:
1 lbHP steam = (EnthalpyHP steam- Enthalpy LP Turbine
Exbaust)/(EnthalpyLP steam- EnthalpyLP Turbine Exhaust) lb LP
Steam
1 lbHRH steam = (EnthalpyHRH steam- Enthalpy LP Turbine
Exbaust)/(EnthalpyLP steam- EnthalpyLP Turbine Exhaust) lb LP
Steam
No trade off from excess LP steam above 45,000 lblhr will be
allowed.
The computer code should be provided to the owner at least six
months prior to the test so that
it can be incorporated into the test procedure and used for
uncertainty analysis of the test
procedure. The code will be subject to validation and approval by
the owner. The code will
be based on actual unit design and accurately simulate changes in
HRSG guaranteed
parameters across the range of expected operating conditions.
7:2 Test Tolerances and Measurement Uncertainties
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The performance of the HRSG will be evaluated based upon whether
actual performance of guaranteed parameters fall within the test
tolerance as described in the commercial terms and
conditions.
A pre-test uncertainty analysis will be performed to verifY that
the proposed test plan will provide results with an uncertainty
that is less than the tolerance. If the uncertainty of any
parameter exceeds the tolerance then the test plan will be revised
to achieve a lower uncertainty or the tolerance will be increased
to equal the calculated uncertainty.
The uncertainty associated with a corrected test value consists of
the uncertainty of measured value itself along with the uncertainty
of the variables from which it was corrected. Where individual
uncertainties are not dependent on each other, the total combined
uncertainty will be calculated as the square
root-of-the-sum-of-the-squares (RSS) of the individual
uncertainties. Where a dependency exists such that the RSS method
would result in double inclusion of certain uncertainties into the
combined uncertainty, the individual uncertainties will be broken
down (proportioned) to eliminate the double inclusion.
The gas turbine exhaust flow will be determined using the
uncertainty weighted capacity method based on flows determined from
both the energy balance around the gas turbine and the energy
balance around the HRSG. The uncertainty associated with the
weighted value will be determined by the same method.
The gas turbine supplier will be responsible for providing the test
team with all values necessary to perform a gas turbine energy
balance. This includes, but is not limited to, gas turbine fuel
flow, temperature and pressure, net power output, gross power
output, fixed and variable losses, ambient pressure, wet bulb
temperature, dry bulb temperature and power augmentation steam
flow.
The uncertainty weighted method will be used only when the
difference between the calculated gas flows are within the square
root of the sum of the squares of the uncertainty of each energy
balance method. Otherwise the reason for the discrepancy should be
investigated and resolved or the test should be treated as
invalid.
7.3 Calculations
7.3 .1 Fuel Flow
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Fuel flow will be calculated from the test instrumentation
associated with the fuel orifice meter provided with the gas
turbine. Flow calculations will be based on the procedures outlined
in ASME MFC-3M-1989 as follows:
where,
Gas mass flow Qb/sec) Units conversion constant
Orifice discharge coefficient Orifice beta ratio (dill) at flowing
temperature Gas expansion factor referenced to upstream pressure
Orifice plate bore diameter at flowing temperature (inches) Orifice
differential pressure (inches H 20)
Pressure at upstream tap Qbmlff)
The dimensions of the orifice and pipe required in the above
equation will be determined at the flowing temperatare as
follows:
where,
Measured diameter of orifice (inches) Measured diameter of pipe
(inches)
Coefficient of thermal expansion for orifice (in/in/0F), from Table
E2 Coefficient of thermal expansion for pipe (in/in/0 F),
from Table E2 Temperature of flowing fuel (OF) Metal temperature
when components were measured (OF)
PURCHASER Contract-Mar 21, 2011 ·Page 59 .of:l08 Execution
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The fuel properties required in the flow equation will be
calculated based on the test fuel analysis using procedures
outlined in AGA report No. 8 per the "Detail Characterization
Method". The orifice discharge coefficient will be taken from the
calibration data (if available) or calculated from the appropriate
equation in ASME MFC-3M-1989.
For natural gas as a fuel, the density of the gas at any given
state will be calculated from the gas law equation as
follows:
where,
ZxR.xT
p = Gas density at T and P (lbmlfl?) 144 = in2/fl? conversion
factor
P = Gas pressure (psia) Mrgas = Molecular weight of gas
(lbm/lbmole) determined from gas analysis
Z= Gas compressibility factor (calculated from AGA Report No.8) R =
Universal gas constant (1545.35 (lbf-ft)/(lbmol-"R)) T = Absolute
temperature of gas ("R)
The gas volumetric flow at line and standard conditions will be
calculated from the mass flow as follows:
q, = qm
q - qm v- Pb
q, = Gas volumetric flow at line conditions (ft3/sec) qv= Gas
volumetric flow at standard conditions (ftl/sec) qm = Gas mass flow
(lb/sec) P/J = Density of flowing gas upstream of orifice (lbm/W)
Ph = Density of gas at standard conditions (lbrn!fl?)
7.3.2 Water and Steam Flows
Feedwater and steam flows will be calculated using the appropriate
flow meter equations from ASME Fluid Meters. For calibrated flow
elements, the discharge coefficients will
PURCHASER Contract- Mar 21, 20Il Page 60 of I 08 Execution
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be based on calibration results and will be extrapolated to actual
line Reynolds number. For uncalibrated flow elements, the discharge
coefficient will be calculated using the appropriate equations from
ASME .MFC-3M-1989.
7.3.3 Stearn Quality
Stearn qualitY will be based on the ratio of sodium concentration
is the feedwater and the water portion of the two-phase flow at the
outlet as follows:
where,
Ys = Stearn quality
Cdw = Concentration of Sodium in the drum water (ppm) C,w =
Concentration of Sodium in the steam wetted (ppm)
7.3.4 Combustion Turbine Exhaust/HRSG Inlet Gas Mass Flow
The exhaust gas mass flow will be determined by the following
method.
• Energy balance around the HRSG
• Energy balance around the CT
The gas enthalpies are based on the NASA-Lewis tables and
correlations. Fuel specific heat is derived from ASME PTC 22.
The general equation for the HRSG energy balance is as
follows:
Where: Qgas,ln = HRSG inlet gas energy (Btulhr). Qdb!uel =
Ductbumer fuel energy input (Btu/hr)
(Fuel lower heating value and sensible heat) Qw.ln =Energy of water
entering the HRSG (Btulhr). Qgas,out = HRSG outlet gas energy
(Btulhr). Qws,out =Energy of water and steam exiting the HRSG
(Btulhr).
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Q, =Radiation and Convection Losses (Btu!hr) (To be provided by
supplier)
7.3.5 Gas Side Pressure Drop
The gas side static pressure drop is taken as the static pressure
(referenced to atmospheric) at the gas inlet to the HRSG.
7.3 .6 Other Parameters
Any other parameters which may be necessary for calculation of
guaranteed test results will be measured or estimated with
sufficient accuracy to achieve the required overall uncertainty of
test results.
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8. References
PTC 3.1 - Diesel and Burner Fuels PTC 3.3 - Gaseous Fuels PTC 4.4 -
Gas Turbine Heat Recovery Steam Generators PTC 19.1 -Measurement
Uncertainty PTC 6R - Guidance for Evaluation of Measurement
Uncertainty in Performance Tests
on Steam Turbines PTC 22 - Gas Turbines ASME MFC 3M- Measurement of
Fluid Flow in Pipes Using Orifice, Nozzle, and
Venturi ASTMD 1945-91- Standard Method for Analysis ofNatural Gas
by Gas
Chromatography* ASTM D 4809-90 - Standard Test Method for Heat of
Combustion of Liquid
Hydorcarbon Fuels by Bomb Calorimeter, Intermediate Precision
Method*
ASTM D 1480-91 - Standard Test Method for Density and Relative
Density (specific Gravity) ofViscous Materials by Bingham
Pychrometer*
ASTM D 445-94 - Standard Test Method for Kinematic Viscosity of
Transparent and Opaque Liquids (Calculation of Dynamic Viscosity)
*
AGA report No. 8 - Compressibility Factor of Natural Gas and
Related Hydrocarbon Gases
"Measurement Uncertainty -Methods and Applications", Dieck, Ronald
H., ISA Publication
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EXHIBIT J- NOOTER/ERIKSEN TECHNICAL PROPOSAL 1507-05 -Final-
March 21, 2011
TABLE OF CON1ENTS 1.0 See Contract portion
.......................................................................................................
65 1.2 See Contract portion
............................................................ Error!
Bookmark not defined. 2.0 See Exhibit A
....................................................................................................................
65 3.0 Constructability Advantages and Features
..................................................................
65 4.0 Customer Interfaces ......... u
.............................................................................................
66 5.0 Technical Description
..........................................................................
-.... -.. -.. ~ . .-..... -.......... u•• 71
5 .I Process Design Features
...............................................................................................
71 5.2 Mechanical Design Features
.........................................................................................
71 5.3 Design Codes ............................................ ;
............. , ....... ; .............. ,
.............................. 73 5.4 Major Components
...................................... :
.................................................................
74
6.0 Trim List
...........................................................................................................................
82 6.1 ASME Code Section I Required Vnlves nnd Trim
....................................................... 82 6.2
Nooter/Eriksen Staodard Valves and Instrumentation
.................................................. 83 6.3 Project
Specific Scope ............................................ ;
.......................................... , .......... 84 6.4
General Trim & Instrumentation Comments
................................................................
86
7.0 Design Basis
.....................................................................................................................
87 7.1 Contract and Specifications
..........................................................................................
87 7.2 HRSG Perfonnance
......................................................................................................
87 7.3 MechanicaVStructural Design ........................ ,
................................................... , .......... 88
7.4 Instrumentation and Valves
..........................................................................................
88 7.5 Miscellaneous
...............................................................................................................
89
8.0 See Exhibit E
..................................................... ~ .. ~.~ ....
· ...................................................... 91 9.0
Required Information from Greenfield South Power
................................................. 91 10.0 Field
Erection Information
............................................................................................
92
10.1 General .. ! ....... ,
.......................................................................................................
u.-•••• :o· ....... 92 10.2 Pre-Erection Meeting
............................... ,
....................................... , ........ , .. ,
............ , .... 92 10.3 Technical Field Assistaoce
.................................. ,
........................................................ 92 10.4
Training Classes ............................................... ,
.. ;, ... ; ....... ,, .•. , .• , ................ ;;,
................... 92
11.0 Aftermarket Services
......................................................................................................
93 12.0 Clarifications and Exceptions
........................................................................................
94
12.1 Commercial
.................................................... ,,.; ..... ;,;
..... ; ..................... ,., ....... ., ...... ,.,., •. 94
12.2 Technical
.......................................................................................................................
94
13.0 Appendices 13.1 N/E Staodard Blowdown Tank Design and Layout
13.2 N/E HRSG Thennal Data Sheets 13.3 N/E HRSG GA Drawings 13.4
N/E HRSG P&ID's 13.5 N/E HRSG Trim List 13.6 N/E HRSG-GSPC
Mechanical Interfaces 13.7 N/E HRSG Component Dimensions and
Estimated Shipping Weight
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1.D See Contract portion
2.D See Exhibit A
3.D Constructability Advantages and Features
" Roof casings are shop installed on modules except in some cases
where the duct burner is part
of the first or second modules box.
" Packing glands/expansion joints on all pipes penetrating through
the roof casings are shop
installed.
" Top supports are shop installed between all modules and the roof
casings.
" Lower evaporator manifolds that connect to evaporator lower
headers are shop installed.
" Upper gas bypass sealing baffles are shop installed.
" Tube vibration supports are shop installed.
" Acoustical vibration baffles are shop installed.
" Entire modules (up to 250 tons) are shipped as one bundle.
" No major large bore pressure part welds are required inside the
HRSG casing
" No large return bend pipe welds are necessary to connect loose
harp sections of economizers of
other designs.
" Main vertical structural steel columns.are prefabricated and
attached to casing panels in the
shop.
" Steel base/sole plates for casing columns are welded on in the
shop.
" Large bore interconnecting HRSG piping spools are shop
prefabricated in large 2D spools.
" No temporary support steel or trusses need to be removed after
setting of modules in the HRSG
casing
Distribution Grid • Panels bolted together in field rather than
welded
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4.0 Customer Interfaces
4.1 General Terminal Point Information
The following list includes the points at which Nooter/Eriksen
terminates the scope of supply. Mating flanges, gaskets and bolts,
and continuing scope beyond these points are to be furnished by
Greenfield South Power or others.
Items not specifically listed will be terminated local to
equipment.
All of the piping terminal point interfaces will be set by NIE,
taking into account any elevation requirements in the Customer
specification. Any changes by the Customer to these Interface
locations will change the HRSG piping layout and any resulting
schedule impact (as well as potential material costs) will be
provided for as a change order to the cor:rtract.
Founda.tion
Turbine Exhaust Gas Ductwork
Inlet flange of HRSG inlet duct/inlet expansion joint Outlet of
main exhaust stack
Structural Steel Work
Underside of column base plates (anchor bolts and nuts, sole
plates, shear plates, embedments, grounding lugs and grouting by
others)
Duct Burner (See Note 2)
Fuel inlet on burner skid Outlet of all burner fuel atmospheric
vent valves Connection to firing duct view ports
Steam Outlets
Outlet of last Nooter/Eriksen supplied valve in main steam line at
top of HRSG Reheat piping interface is at the top of the HRSG
Feedwater
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Feed Pump Suction
Outlet of stop valve at the top of the HRSG
Small Bore Connections
See Section 4.3 for detailed discussion of the small bore
interfaces including blowdown, chemical feed, sample location, and
drains.
Vents
Outlet of vent isolation valve(s) routed to nearest platfonm (See
Note 2)
Start-Up Vents
Safety Valves
Factory supplied instrument connections
Flow Elements
At equipment terminals (supplied loose for mounting into Greenfield
South Power's piping)
Test Connections
At thenmowells or outlet of isolation valves on steam/water side
(See Note 2)
Capped connections on gas side
Emissions Monitoring
4.2 Layout assumptions for Piping, Auxiliaries and Slowdown
tank
GSPC large bore pipe line will tenminate at the mutually agreed
upon locations as shown in Appendix 13.6. N/E will extend the large
bore tenminal to match the HRSG large bore tenminal point to the
preferred locations. It is understood that the preferred terminal
locations may be modified upon mutually agreed between Purchaser
and N/E during HRSG detailed design process.
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Ammonia skid, burner skid and blowdown tank (if required) are
located within 12 It of the HRSG casing and the blowdown tank Is
located close to the HP evaporator. the attached Layout drawing
GA-01 L-A shows the Conceptual Locations for the auxiliary
equipment.
Access doors platforms (if provided) are to be located on the
oppos~e side of the HRSG small bore piping
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4.3 Small Bore Piping Interfaces
N/E will provide standard routing lanes for small bore piping where
no large bore pipe or customer equipment will be allowed to
interfere. (See blowdown tank description in the Appendix). These
lanes will eliminate interferences and allow for quick and easy
layout of the small bore piping.
Small Bore Piping Une Scope Definition All Coil Drains Routed to
blowdown tank. All low point oiPin!l drains Tenninates at open
funnel at too of unit Water Column drains Routed to blowdown tank
Note 1 Drain pot drains- top of unit Routed to blowdown tank Note 1
Intermittent Blowoff Pioin!l Routed to blowdown tank. Note 1
Continuous Slowdown Piping Routed to blowdown tank· Note 1 Lower HP
SHand RH drain Routed to blowdown tank PSV drain connections
Tenninates atopen funnel at top of unit PSV valve bodv drain
Tenninates at Qllen funnel at too of unit Start-up vent drain
Terminates at open funnel at top of unit Hydrptest vent Terminates
at last stop valve near equipment connection
point (Note 3) Chemical feed Tenninates at valve close to feedwater
piping into drum
(Note2l Chemical clean Tenninates at blind flange connection on
downcomer (Note
2) .
Steam sample Tenninates at valve near eQuipment (Note 2) Level gage
drain Routed to blowdown tank. DesiJ!)erheater water line
Terminates at valve near desuoerheater control valve Silencer
Drains Terminates at open funnel at too. of unit.
Notes: 1. Upper lines are tied together by pressure level at the
top of the unit before routing down to
blowdown tank. 2. Does not route to grade 3. Does not route to
platfonn or other access point.
General Notes:
Coil drains are manifolded together per coil after the first
isolation valve. After the second valve, the drains are manifolded
together by pressure level and routed to the blowdown tank.
Due to layout considerations, there may be multiple funnel
locations.
All piping tenninal points 2Y." NPS and larger will be butt-welded.
All piping tenninal points 2" NPS and smaller will be socket
welded.
Small bore piping will be provided in random lengths by
Nooter/Eriksen for field routing and installation in the field by
the erection contractor.
While small bore piping should be considered field routed, N/E will
include all small bore piping in the 3- dimensional model for
suggested routing with the exception of miscellaneous upper drains
that are routed to an open funnel. For these drains a standard
piping detail will be provided.
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Pipe support locations and drawings will be provided for all small
bore piping located in the specified lanes. All small bore piping
routed Individually to the lanes will be per N/E standard small
bore support guidelines and will be field located by the erector in
accordance with those instructions.
4.4 Pipe Stress Analysis and Support
4.4.1 Pipe Stress Analysis
The pipe stresses and movements at the large bore interface will be
addressed in the following way: (1) low temperature steam and water
piping will be rigidly fixed at the interface; (2) The high
temperature steam lines (HP steam outlet, Reheater inlet and
outlet) will not be fixed at the interface point. Nooter/Eriksen
will provide a support concept to Greenfield South Power along with
the pipe layout, movements, and allowable loads at the coil headers
for analysis of the complete line by Greenfield South Power; (3)
three weeks after receiving the information from Nooter/Eriksen on
the high temperature lines, Greenfield South Power should provide
detailed design information, including required pipe supports.
Nooter/Eriksen will work with Greenfield South Power to finalize
the analysis for the high temperature steam lines with a support
concept that is mutually agreeable.
N/E provides a detailed stress analysis only on the following small
bore lines:
o All HP Superheater and Reheater drain lines only to a fixed
support point. From that location the line will be supported using
the standard support guidelines.
o Desuperheater lines to a fixed point.
The following additional lines are given a general check for
flexibility: o Slowdown piping o Intermittent blowoff piping o HP
Superheater and Reheater drains from PSV and Vents to blowdown
tank.
The model generated for these lines may only be a partial model to
insure the proper flexibility and dead weight support. For all
other small bore lines, N/E has found ~ unnecessary to perform a
detailed model analysis and instead these lines are reviewed with
N/E standards for dead weight, internal pressure at design
temperature and thermal expansion.
4.4.2 Large Bore Pipe Support
GSPC will provide the loading information for each large bore pipe
(HP, IP, HRH, CRH, LP steam, HP FW minimal flow, IP FW,
condensate). NIE agrees to design the HRSG structural steel to
support the above LB pipe along the side of the HRSG per the
loadings provided by GSPC.
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5.0 Technical Description
5.1 Process Design Features
The heat recovery steam generator will be designed to meet the
following performance and exhaust gas pressure drop with optimal
heating surface and mechanical design.
Steam production will be:
HP Reheat/IP LP
588,950 lbs/hr at 1843 psig and 1052 oF 626,040 lbs/hr at 423 psig
and 1052 oF 39,990 lbs/hr at 48 psig and 620 °F
with supplemental firing of 237 MMBTU/hr (LHV) as described on the
enclosed HRSG Performance Guarantee.
Gas side static pressure drop from the inlet of the heat recovery
system to the stack exit will be: 14.3 inches W.C. at the fired
design point, 86 oF ambient day.
Performance cases used in the design of the HRSG are shown in
Attachment 1 - HRSG Heat Balances .. Any additional modes of
operation [combustion turbine (GT) part load, GT steam
injection/dry operation, other ambient temperatures] may impact the
design of the HRSG and should be specified by Greenfield South
Power.
Supplemental firing of 241.5 MMBtulhr (LHV) to an exhaust gas
temperature of 1392 oF will be utilized to achieve the maximum
production of 587,020 lbs/hr of HP steam at 95 F ambient
condition.
The duct burner firing will be limited so that the maximum duct
burner duty is limited to 250.0 MMBtu/hr (LHV). This maximum duty
will be achievable at a maximum ambient condition of 95 "F. At
higher ambients, the burner duty will be limited to less than this
maximum level based upon a limitation on the HP Superheater #1
outlet temperature of 980"F.
Supplemental firing will be allowed at combustion turbine full load
operation only. The duct burner firing will be limited so that the
reheater/superheated stearn temperature exiting HP Superheater
#1/Reheater #1 does not exceed 980 /1115 oF. Also, the duct burner
firing will be limited to a maximum duty of 250.0 MMBtu/hr
(LHV).
The HRSG will be designed on the basis that the reheater will be
operated wet with steam flow at all times, requiring a conditioning
station (supplied by others) to provide steam to the reheater coil
during start-up or steam turbine bypass operation. The conditioning
station takes steam from the HP superheater outlet and delivers it
to the reheater inlet at normal cold reheat conditions.
Cascading blowdown will be provided. The HP continuous blowdown
will be routed and flashed to the IP steam drum. The drum solids
are then removed by the IP continuous blowdown, minimizing the
total system blowdown and increase the IP steam genetation.
Increased IP steam flow is not reflected in the performance
information provided.
The filnergy rfilcovered in the LP evapprator will be used to heat
the condensate and/or make-up water and to provide export steam:
The feedwater pump(s) will be fed from the LP steam drum, which is
c:wersized .to provide 5 minute~!' of retention time for all the
unfired feedwater flow.
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It is assumed that the water supplied to the HRSG is deaerated/has
less than 20 ppb 02.
The HRSG has not been designed to operate with desuperheater
failure. If the superheater design conditions are exceeded, the
combustion turbine should be adjusted to bring the steam
temperature within specified limits.
It is recommended that the inlet feedwater temperature be above the
sulfuric acid dewpoint of the exhaust gas to prevent corrosion of
the heating surface due to the sulfur present in the exhaust gas.
For combustion turbine fuels, such as natural gas, that contain
trace amounts of sulfur the feedwater temperature will be above
140'F (SO'C) during start-up and above 130'F (54.4'C) for base load
operation. The sulfuric acid dewpoint of other combustion turbine
fuels can be estimated based upon the H20/S0a concentration in the
exhaust gas.
5.2 Mechanical Design Features
The unit(s) will be of the Modular HRSG construction that utilizes
shop fabricated heat transfer modules, which are designed as large
as practicable within shipping limits available for truck or rail
deliveries. The modules will be shipped with the roof casing panels
and roof structural steel attached. Insulated casing with integral
liner and structural steel for the side walls and floor will be
shop fabricated in large panel assemblies.
Modular fabrication of the HRSG maximizes labor performed under
carefully controlled shop conditions and minimizes field
labor.
Vertical tubes in a top supported unit provide for unrestricted
downwand expansion.
The HRSG is of an all welded pressure part construction.
The HRSG is a natural circulation boiler design. Boiler circulation
is maintained by the natural buoyant forces of the steam. Buoyant
force is greatest in tubes where the heat flux is highest; water
flow is strongest in areas where it is most needed. A circulation
pump and the corresponding controls are not required so electric
power is conserved and maintenance costs are lowered.
The tubes are in a staggered pitch arrangement to provide optimal
heat transfer within the gas side pressure drop restrictions.
Tube diameter and spacing have been specifically designed to
provide optimal heat transfer and fluid velocity in each tube
bundle.
All HRSG components are fully drainable.
Maximum fin density is 7 fins per inch. Fins are serrated, high
frequency, and continuously welded. Fins on alloy tubes in HP
superheater and reheaters will be 409SS while all other fins will
be carbon steel.
The HRSG will be designed in accondance with ASME Section I Code,
2007 ed~ion. The equipment will be designed per the project site
conditions defined by Greenfield South Power, Nov 19, 2009.
Greenfield South Power is responsible to inform N~oter/Eriksen of
local building code requirements that exceed these
requirements.
Intermediate tube supports will be included to eliminate excessive
tube vibration; longitudinal baffles will be used to eliminate
audible acoustic resonance where necessary.
A specified HRSG start-up rate in terms of 'I min in the steam drum
will be calculated to meet the intended service life of the unit.
The start up is controlled by the rate of pressurization in the HP
drum by venting steam to the atmosphere or to the condenser, or by
limiting the CTstartup rate until the steam
(
turbine is on line.
The external casing will be provided shop primed. Finish painting,
if required, will be provided by others after erection.
A freeze protection system is reeommended in cold climates to
protect.the HRSG during down times. Nooter/Eriksen is providing
steam sparglng connections to provide heat input to the unit A
stack damper has also been included as noted in tne Scope of
Supply. Stack insulation as high as the damper is recommended and
will be supplied and installed by others.
5.3 Design Codes
Nooter/Eriksen's equipment will be designed in accordance with the
following codes and standards unless otherwise stated. The
appropriate edition will be decided with Green~eld South Power at
contract award. It is Greenfield South Power's responsibility to
specify any add.itional codes or standards that should govern the
design. Additional codes or standards will be reviewed for any
possible impact to the enclosed offering.
N/E will design and certify the HRSG to CSAB51 and will be
responsible for the registration of a HRSG CRN (Canadian
Registration Number) issued by the TSSA (Technical Safety and
Standard Authority' of Ontario, Canada.
5. 3. 1 Boiler Components
Basic Design Codes: ASME Section I - Power Boilers ASME Section
VIII, Division 1 -Pressure Vessels ANSI B31.1 - Power Piping
All appropriate ASME Code Cases and Interpretations acceptable to
local jurisdictions
Related codes referenced in the above-mentioned codes: ASME Section
II - Materials
Part A- Ferrous Material Specifications Part C- Specifications for
Welding Rods, Electrodes, and Filler Metals Part D - Properties
(Customary)
Section V - Nondestructive Examination
Section VII - Recommended Guidelines for the Care of Power Boilers
Section IX- Welding and Brazing Qualifications
ANSI Specifications: 816.1, 816.3, 816.5, 816.9, 816.11 B16.10M,
816.15, 816.25, 816.28, 16.34
5.3.2 Structural Design Codes
AISC LRFD: AISCASD: ASTM:
"Load Resistance Factor Design" (Main Structural Frame Design)
"Allowable Stress Design" A6, A36, A53, A 106, A 193, A242, A325,
A490, A500, A572, A588, A673
G3106 SM490YA G3106 SM490YB G31 06 SM520B
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EN:
BS:
DIN:
GB:
AWS- D1.1 AWS-D1.3
5.3.3 Building Codes
G3106 SM520C G3106 SM570 G3101 S$490 G3106 SM400A G31 01 SM400C
G3106 SM490A G3106 SM490C
10025 S355JR 10025 S355JO 10025 S275JR 10025 S275JO
4360 Gr50B 4360 Gr50C 4360 Gr43B 4360 Gr43C
17100 St 52-3 17100 St 50-2 17100 St 37-2 17100 RSt 37-2
GB 700-0235 (all grades) GB 700-0195 (all grades) GBrr 1591-0345
(all grades)
One of the following will be used:·
UBC - Uniform Building Code
4360 Gr43A 4360 Gr50A
ASCE 7 - Minimum Design Loads for Buildings and Other Structures
IBC -International Building Code OBC-2006- Ontario Building
Code
5.3.4 Stack Design
5.3.5 Instrument and Controls
Basic Design Code: ASME Power Boiler Code Section I
Related Codes Referenced by the above Code for valves and
piping:
ANSI Specifications: B31.1, B16.5, B16.10, 816.11, B16.34, B16.36
Codes for Trim items:
ASTM Specifications: A105, A182 ISA for instrumentation devices,
drawings, and specifications NEMA for electrical enclosures
5.4 Major Components
5.4.1 Pressure Parts
5.4.1.1 Superheaters
Tube diameter, spacing, and flow circuiting of!he superheaters will
be carefully selected to provide good flow distribution and
effective cooling of the superheater tubes.
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Intermediate and low pressure superheaters may be located as part
of a first or last row of an evaporator.
The high pressure superheater will contain an interstage
desuperheater in order to provide good final steam temperature
control and ensure complete evaporation of the spray water.
The intermediate/low pressure superheater outlet temperature will
be uncontrolled.
5.4.1.2 Reheater
The high pressure superheater and reheater modules will consist of
multiple coils that are arranged in parallel relative to the
turbine exhaust gas flow to minimize the effects of non-uniform gas
flow or temperature distribution.
The high pressure superheater and reheater modules will consist of
separate coils that are alternated longitudinally to the gas flow
in order to obtain the proper outlet steam conditions.
Tube diameter, spacing, and flow circuiting of the reheater will be
carefully selected to provide good flow distribution and effective
cooling of the reheater tub<l.s.
5.4.1.3 Evaporators
The evaporators will be vertical tube, natural circulation steam
generators. Vigorous circulation and effective cooling of the tubes
will be ensured by the use of external risers and downcomers.
The evaporator tubes will be manifolded into upper and lower
headers. Individual tubes will be welded into the headers.
5.4.1.4 Steam Drums
The remote steam drum(s) will ship fully assembled with all nozzles
and saddles ready for final installation in the field.
The drum will contain a 12" x 16" manway in each end and will
contain steam outlet, feedwater inlet,
safety valve(s), water level indicator(s), continuous blowdown, and
instrument nozzles as required.
The HP Drum will be provided with two double yoke manway covers
with spring washers and Chesterton gaskets for easier manway
closure and installation.
Steam/water separation will be accomplished by primary inertial
separators and secondary chevron type separators. The drum
internals will also include headers for feedwater distribution.
Chemical feed will be connected to the feedwater inlet piping for
better mixing and distribution.
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UOUID LEVEL
CHE:VRON DRAIN
The drum will be insulated in the field by others. Since this will
be a horizontal vessel, insulation lagging studs will not be
required or provided.
5.4.1.5 Economizers
The tube diameter, spacing, and flow circuiting of the economizers
will be carefully sel~ted. to provide good flow distribution and
effective water velocHies. Some economizer modu.le.s will contain
independent water flows for different pressure services arranged in
parallel relative to the turt:Jine exhaust gas flow.
Each economizer that feeds a steam drum (with no control valve
downstream) is designed such that the
last 1Yz rows in half-circuit layouts and the last 2 rows in
full-circuit layouts carry water upflow, allowing
free venting of steam bubbles, if generated, into the drum via the
outlet header and the interconnecting
piping. In addition, the header that precedes the last downflow
section is orificed at each tube for proper
flow distribution.
The unit will be fully drainable through the lower headers as shown
in the drain system section (3-D drawing) of the proposal. The
headers allow access to the tubes for maintenance and to permit
plugging of a single hairpin (pair of tubes) In the future if
necessary.
5.4.1.6 Deleted
5.4.1. 7 Feedwater Preheater
Tube diameter, spacing and flow circuiting of the feedwater
preheater will be carefully selected to provide good flow
distribution and effective water velocities. Special care will be
taken to minimize the effect of any steam bubbles generated during
start-up or upset conditions.
The unit will be fully drainable through the lower headers as shown
on the enclosed drawing. These
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headers allow access to the tubes for maintenance and to permit
plugging of a single hairpin in the future if necessary.
The coil will be constructed of carbon steel tubes and built in
accordance with ASME Section I Code. Feedwater to the preheater
coil shall not exceed 20 ppb oxygen.
5.4.1.8 Deleted
5.4.1.9 Piping. Valves. and Instrumentation
A complete set of large bore terminal and interconnecting piping
spools between the heat transfer coils
will be furnished. Piping will be fabricated in 2D spools with ends
cut and beveled in the shop for final
welding in the field except when field trim is provided. All valves
will be shipped loose for protection during
transport. External insulation and/or painting are not included.
Piping supports or anchors for
Nooter/Eriksen-supplied piping will also be included. The geometry
of the piping will be designed to
accommodate thermal expansion during operation.
All piping terminal points 2%" NPS and larger will be butt-welded.
All piping terminal points 2" NPS and smaller will be socket
welded.
All piping 2" diameter (NPS) and smaller (small bore) will be
provided in random lengths by Nooter/Eriksen for routing and
installation in the field by the erection contractor.
Nooter/Eriksen will supply suggested small bore piping
routing.
Valves and instruments will be furnished as described in Section 6.
All trim list items will be furnished and shipped loose with the
equipment for field installation by others. Nooter!Eriksen reserves
the right to substitute trim of equal performance.
5.4.1.10 Start-Up Spare Parts
The following spare parts for start-up and commissioning are
included:
• Three (3) sets of manway gaskets for each steam drum -One (1)
temporary level gauge glass for each pressure level -Feedwater
check valve gaskets -Steam non-return valve gaskets -Chemical clean
kits for cage guided control valves -Steam blow nozzles (if
required for desuperheater)
5.4.2 Ductwork
5.4.2.1 Inlet Expansion Joint
One fabric expansion joint will be furnished for installation at
the combustion turbine exhaust outlet.
The e)Cp:;!nsion joint(s) will be designed to withstand the
specified combustion turbine exhaust temperatures, a~d will be
designed for axial, lateral, and angular displacements imposed by
the combustion turbine plenum and the HRSG at the interface.
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The expansion joint(s) will be constructed with a fabric belt on
the outside between two duct flanges. The inlet flange will be
designed to withstand the high temperatures, while the outlet
flange will be isolated from the hot exhaust gas and will be
designed for the same external temperature as the HRSG inlet
dueling. Insulation will be located between the fabric belt and the
internal stainless steel liner. The expansion joint(s) will have
bolted flange connections on both the turbine exhaust and HRSG
inlet sides and require field assembly and insulation.
5.4.2.2 Distribution Grid
A flow distribution grid will be included in the inlet duct, if
required to improve exhaust gas flow distribution. A flow model
test and analysis are done on all units with a duct burner
utilizing turbine exhaust information supplied by Greenfield South
Power to determine the necessity of a distribution grid.
5.4.2.3 Deleted
5.4.3 Casing
Nooter/Eriksen's standard insulated casing design utilizes a cold,
gas tight outer casing to virtually eliminate thermal expansion of
the casing and prevent rapid thermal transients from overstressing
and cracking the casing. The casing will be internally insulated
and lined with a special floating liner that is free to move to
accommodate thermal growth without distortion or warping In high
turbulence areas, each liner plate will be supported on its
perimeter with a rigid structural system, and floating channels
will be added to the perimeter of each liner plate for additional
support.
The external casing surface will be sandblasted in accordance with
SSPC-SP6 and prime painted with a coat of inorganic zinc
primer.
The liner material will be dictated by the exhaust gas
temperatures. Liners are a minimum 12 or 16 gauge depending on the
area of turbulence.
The internal insulation may be installed in two layers with
staggered seams for insulation thickness greater than 2'.
The insulation thickness is based on maintaining an average casing
temperature of 140°F at an ambient temperature of 80°F. The
calculation for surface temperature and casing/dueling insulation
thickness is based on the use of a non-aluminum bearing finish
coat.
Access to the gas path is provided by 18" x 24" bolted, gasketed
doors, which are provided with a grab bar and a swing davit.
Inlet dueling will be supplied from the interface point to the main
HRSG casing.
The inlet duct and main HRSG casing will ship as shop insulated and
lined panels with structural steel attached.
The primary casing panels have the main structural columns attached
to them. These panels are to be set on their foundations,
bolted/welded and braced in their final positions. The field seams
between
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casing panels are seal welded at the outer casing from the outside
of the system.
Floor beams are fit-up and held in position with bolted
connections. The secondary floor casing is set in place and seal
welded to the adjoining primary floor casing from the liner side of
the casing panel. The roof beams are sent to the field with the
casing, insulation and liners shop installed.
The roof casings are shop installed onto the modules unless noted
otherwise on drawings. Field seams are required between the
adjacent shop installed module roofs and between the shop installed
module roofs and the sidewall.
5.4.4 Platforms, Walkwavs and Ladders
Platforms, walkways, and ladders will be included to provide quic~
and easy aCl)ess for operation and normal maintenance. A main deck
platform will provide access on top of the casing and around the
steam drums. Accessfrom grade to the main deck is provided by a
stair tower and an egress ladder. Ladder and platform access
frOmthe main deck is provided to the CEMS ports on the exhaust
stack. The stairtower will be independently supported and laterally
braced to the HRSG. Platforms will be a minimum of three feet wide
and designed to meet Federal OSHA requirem!'lnts. Design live
loading will be 100 psf. Platform and stair grating will be hot
dipped galvanized to prevent corrosion. Ladders, handrails and
support steel will be shop primed.
All personnel protection, platforms, and ladders ~ill be shipped
loose for installation in the field by others.
Platforms will be provided with the superstructure and grating
attached. The superstructure maximum dimensions are approximately 1
0' wide by 45' long. This dimension decreases to 7'3" by 38' if the
platforms are required to be containerized. The substructure of the
platforms will be shop fabricated as much as possible up to the
maximum shipping limitations. Platform substructures will require
some field welding and/or bolting.
5.4.5 Exhaust Stack Expansion Joint
The stack expansion joint will utilize a fabric belt and will be
attached between the last module and the stack breaching. The
expansion joint will be designed for axial, lateral, and angular
displacements caused by the expansion difference between the
internally insulated casing and the uninsulated stack.
5.4.6 Exhaust Stack
The exhaust stack is self-supporting uninsulated carbon steel. A
caged ladder will be provided for access
to a 4 foot wide, 360° EPA platform, from which four (4) flanged
EPA sample connections spaced 90°
apart will be accessible. Expanded metal personnel protection will
be located at the base of the stack to a
height of 8' above grade. Personnel protection will also be placed
at the EPA ports to a height of 8 •
above the platform. All personnel protection, platforms and ladders
will be shipped loose for installation in
the field by others.
Breaching will lead from the HRSG outlet to the stack inlet, and
will consist of a gas tight casing reinforced with structural
stiffeners. The uninsulated breaching will include personnel
protection to 8' above grade in areas where there is access.
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The external stack surface will be sandblasted in accordance with
SSPC-SP6 and prime painted with a coat of inorganic zinc
primer.
The stack will ship in 10' Tall x 120' sections for field
assembly.
A damper will be provided for the main exhaust stack to retain heat
in the HRSG. The damper will be designed to minimize leakage when
closed and will be located just above the stack breaching. A 4 foot
wide access platform will be provided for access to the
damper.
External insulation will be required on the stack to the height of
the damper and on the stack breaching I outlet duct. External
insulation to be supplied and field installed by others.
5.4.7 Acoustical Treatment
Sections of the HRSG will have increased casing wall thickness to
reduce both near and far field noise.
HRSG stack silencing baffles will be supplied to reduce the stack
lip sound power levels to 101 dBA from the HRSG Stack lip.
5.4.8 Deleted
5.5 Auxiliary Equipment
The following is a recommended conceptual layout for the HRSG
auxiliary equipment.
5.5.1 Supplementary Duct Burner
A duct burner system will be provided for supplementary firing,
using excess oxygen present in the turbine exhaust gas to burn
natural gas, raising the exhaust gas temperature and increasing
steam output.
The duct burner will be designed and constructed within the
guidelines of the NFPA and will feature burner elements mounted in
a structural steel framework integral to the HRSG. Each burner
system will include one or more main burner elements, pilot burners
with ignitors, and flame scanners. The burners will be designed to
produce a stable flame throughout the turndown range (10:1 for
gaseous fuels). Fuels must be supplied at proper pressures and must
be regulated by Greenfield South Power.
The burner and associated skid will be provided with a
non-hazardous area classification with NEMA 4, Enclosures.
All required piping and instrumentation for control of the main and
pilot fuels will be provided on a factory assembled, wired, and
tested, free standing skid that will be designed for field
installation near the duct burner assembly. Piping from the skid to
the burner elements is supplied by Nooter/Eriksen with the
assumption that the burner skid will be located no more than 15'
from the burner.
The Burner Management System (BMS) will be provided by a
proprietary logic system contained within a factory assembled,
wired, and tested, control enclosure attached to the piping module.
The BMS will include all safety interlocks and indications required
by NFPA and will be designed for operation via remote electrical
controls. Burner firing rate signals are to be provided by
Greenfield South Power's DCS.
The Burner Management System (BMS) will be provided by Greenfield
South Power's DCS. Electrical components located on the piping
module will be factory wired to terminal strips contained within
an
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electrical enclosure attached to the piping module. Burner firing
rate signals will be provided by Greenfield South Power's
DCS.
The duct burner firing will be limited by the steam temperature so
that it does not fire above the HRSG design conditions.
Ancillary equipment supplied with the burner will include the
following:
One scanner cooling/purge air blower(s) (each sized for 100%
capacity) including inlet air filter silencers
A firing duct w111 be located immediately downstream of the burner
to provide thE) proper gas velocity for good mixing of fuel and
combustion air a~d \ldequate volume for complete combus.tion. The
duct is designed to prevent flow recirculation an.d poor mixing
near the walls. The firing duct will include view ports for burner
runners, pilots and flame lengths.
5.5.2 Deleted
5.5.3 Deleted
5.5.4 Deleted
5.5.5 Deleted
5.5.6 Deleted
5.5.7 8tmosgheric Slowdown Tank
A vessel designed to accept boiler water flows from intermittent
blowoff of each pressure vessel and the continuous blowdown of each
pressure system will be provided. All flash steam is vented to
atmosphere. Cooling water will be required to cool the water to an
acceptable discharge temperature.
The tank will be designed in accordance with the ASME Boiler and
Pressure Vessel Code Section VIII, Div.l.
It will include separate inlet nozzles for each pressure level of
the HRSG as well as a cooling water inlet nozzle, vent connection,
a drain connection and water level, pressure and temperature
instrumentation.
5.5.8 Deleted
5.5.9 Deleted
5.5.10 Drain System
Drain lines are manifolded together before penetrating through the
HRSG floor to minimize casing penetrations.
6.0 Trim List
The valves and trim supplied by Nooter/Eriksen include ASME Code
Section I requirements, Nooter/Eriksen standard recommended
instrumentation and valves, and any scope of supply as required per
the specification.
A detailed list of boiler and piping trim for the project is found
in Appendix 13.4.
6.1 ASME Code Section I Required Valves and Trim
6.1.1 Pressure Safety Valves
ASME requires a minimum of two relief valves on a pressurized steam
system with capacity for relief of full steam production. PSV's set
pressures are set to avoid simmering or premature release, which
would reduce the life of the PSV.
6.1.2Feedwater Stop Valve
This gate valve serves as an isolation valve between the feedwater
pumps and the entrance Into the HRSG piping.
6.1.3Feedwater Check Valve
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=s·····-·····
····--·····-------~---------------------··--·-···----------------------------------
--------- ------- -----------···--------------------
This valve prevents any back flow of water from the HRSG to the
feedwater feed pumps, which could result in damage and also serves
as the code break at the HRSG inlet.
6.1.4 Blowoff Valves
These valves are designed especially for blowoff operation. For the
HP system two globe-like valves are
supplied while for the IP and LP systems, an angle valve followed
by a globe-like valve will be provided.
These valves serve as a connection to allow removal, on an
intemnittent basis, of accumulated
suspended solids in the evaporator.
6.1.5Continuous Slowdown Valves
These valves are located on the steam drums and consist of an
isolation valve and an angle regulating
valve. They provide a regulated connection for continuous removal
of dissolved solids from the drum
water to provide proper water chemistry and the desired steam
purity
6.1.6 Steam Stop Yalve
This gate valve serves as the ASME code break as well as an
isolation valve between the HRSG and the output recipient.
6.1. 7 Isolation Valves
These small bore valves serve as a means to isolate an instrument
from the working fluid and include, but are not limited to:
pressure gauges, drum level transmitters, water gauges, water
columns, pressure transmitters, sample points, and nitrogen
blanketing.
6.1.8 ASME Reauired Instrumentation The instrumentation consists of
a steam drum pressure gauge and siphon, and two local level
indicators (level gauges) or one local level indicator plus two (2)
remote level indicators (level transmitters). Nooter/Eriksen's
standard is to provide two sets of connections for level
transmitters and one local level indicator.
6.2 Nooter/Eriksen Standard Valves and Instrumentation
6.2.1 Drain Valves
These small bore globe valves are provided for isolation and water
removal from the HRSG tube bundles and instruments (i.e. level
gauges). Drain valves are typically supplied for every lower header
in the HRSG, the water columns, and the level gauges. A second
isolation valve is also provided but it may be a common valve for
several isolation valves. The Superheater/Reheater common drain
valve is provided with a motor operator.
6.2.2Hydrotest Vent Valves
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These valves are typically paired globe valves provided for the
removal of air at piping high points.
6.2.3Chemical Feed Valves
These valves consist of an isolation valve and check valve that
provide a connection for the introduction
of water treatment chemicals into the feedwater.
6.2.4Thermocouples with Thermowells
If not otherwise specified by Greenfield South Power, Type K
thermocouples will be supplied. A dual element thermocouple and
thermowell will be supplied for each pressure level for the
following temperature measurements:
Exhaust Inlet Temperature (2) Exhaust Stack Temperature Feedwater
Inlet Temperature Outlet Temperature of each Section
6.2.5Steam Pressure Gauge A pressure gauge is provided at the steam
outlet of a given pressure level if it contains a
superheater,
6.2.6 Water Column
A water column is provided on all steam drums except for integral
deaerator drums. The water column
has HHWL, HWL, LWL and LLWL switches if required by Greenfield
South Power's specification.
6.2.7Miscellaneous Casing Connections
There are various casing connections that are standard with a
Nooter/Eriksen unit and have either a cap or blind flange:
Four flanged EPA ports in the stack Two connections at the HRSG
inlet Two casing connections per module Casing drains (1 to 2 per
module) One stack drain
6.3 Project Specific Scope
6.3.1 Desuperheater Valves
These valves consist of a desuperheater feedwater control valve
plus a feedwater stop valve, which represents the ASME code break.
Nooter/Eriksen provides a desuperheater with an integral or
separate control valve to best fit the application. The
desuperheater stop valve Is provided with an open-close motor
operator. 6.3.2Steam Non-Return Valve
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If two or more steam sources are feeding a common line or turbine,
the Code requires an additional valve, either<~ steam non-return
valve or a steam stop valve. A non-return valve effectively acts as
both a stop valve and a check valve, alloWing for protection
against back flow of steam into the HRSG and serves as an isolation
valve at the HRSG outlet.
The steam non-return valve will be listed in the trim list if
supplied.
6.3.3Feedwater Control Valves
These pneumatically actuated valves are used to regulate the flow
of feedwater into the HRSG. A class V
shutoff will be provided. Cavitational trim is included as required
to meet the service conditions.
6.3.4Start-Up Vent Valves
These valves consist of a gate valve followed by a globe valve
vented to atmosphere. They are utilized
during start-up as a means of controlling the rate of temperature
change of the HRSG. The start-up vent
valve is provided with an open-close motor operator. If specified,
a modulating control valve will be
offered.
6.3.5Economizer Bypass Valve
There are two pneumatically actuated butterfly valves for
controlling the amount of bypass water.
6.3.6 Deleted
6.3.7Additional Motor Operators for Remote Operation
The following valves are provided with open-close motor operators
for automatic operation:
Superheater/Reheater Common Drain Valve
6.4 General Trim & Instrumentation Comments
Nooter/Eriksen's scope for all valves and instrumentation is local
to the device and does not include any
conduit/wiring, junction boxes, pneumatic tubing, etc. to a common
location. It has been Nooter/Eriksen's
experience that all conduit/wiring, tubing, junction boxes, etc. is
best supplied by the field erection
contractor.
Newco is the primary supplier for manually operated small bore
gate, globe and check valves. The use of other suppliers will
require additional cost and delivery time. Specialty applications
including blowoff, blowdown and F91 material may be supplied by
other than Newco.
All instrument wire and cabling by Nooter/Eriksen shall be
terminated local to the instrument.
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7.0 Design Basis
The following summary defines the basis for Nooter/Eriksen' s HRSG
design and sales price. Additional or different design conditions,
if requested by Greenfield South Power, will be reviewed for their
technical and commercial impact.
7.1 Contract and Specifications
7.1.1 Nooter/Eriksen's scope of supply is defined in its Proposal.
7.1.2 Conformance to the draft contract and Specification will be
in accordance with any
Exceptions/Clarifications noted in the Section 12.
7.2 HRSG Performance
7.2.1 Guaranteed HRSG performance is as defined in Section 8
"Performance Guarantee'.
7.2.2 Turbine exhaust conditions are .shown in Attachment 1- HRSG
Heat Balances. Nooter/Eriksen assumes that the specification covers
all applicable operating conditions including maximum and minimum
ambient temperature conditions, part load cases, varying fuel
conditions, and power augmentation cases, etc. . .
7.2.3 The HRSG design is based on operation at pressures as shown
in Attachment 1- HRSG Heat Balances. Nooter/Eriksen assumes that
the cases contained therein define the highest drum operating
pressure and the lowest drum operating pressure at a full load
condition or otherwise adequately defines the sliding pressure
operation of the HRSG(s).
7.2.4 All extraction or additional flows are shown in Attachment 1-
HRSG Heat Balances.
7.2.5 The duct burner is capable of firing at the conditions shown
in Attachment 1- HRSG Heat Balances .. It is assumed that the cases
contained therein adequately define the operation of the duct
burner including maximum firing duty at low and high ambient
temperatures, firing on power augmentation, and varying fuel
conditions, etc.
7.2.6 Supplementary firing will be allowed at combustion turbine
full load operation only.
7.2.7 The duct burner firing will be limited so that the maximum
duct burner duty is limited to 250.0 MMBtu/hr (LHV). This maximum
duty will be achievable at a maximum ambient condition of 95 'F. AI
higher ambients, the burner duty will be limited to Jess than this
maximum level based upon a limitation on the HP Superheater #1
outlet temperature of 980 'F.
7.2.8 The duct burner firing will be limited so that the
superheated steam temperature exiting Reheater #1/HP Superheater #1
does not exceed 1115/980 'F. Also, the duct burner firing will be
limited to a maximum duty of 250.0 MMBtu/hr (LHV).
7.2.9 The HRSG has not been designed to operate with desuperheater
failure. If the superheater design conditions are exceeded, the
combustion turbine should be adjusted to bring the steam
temperature within specified limits.
7 .2.1 0 Deleted
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7.2.11 The HRSG will be designed on the basis that the reheater
will be operated wet with steam flow at all times, requiring a
conditioning station be supplied by others to provide steam to the
reheater coil during start-up or steam turbine bypass operation.
This conditioning station takes steam from the HP superheater
outlet and delivers it to the reheater inlet at normal cold reheat
conditions.
7.2.12 The thermal design assumes that the site elevation is 380
feet or less above sea level.
7.2.13 The water supplied to the HRSG is deaeratedlhas less than 20
ppb 02.
7.2.14 FDA requirements will not be used for feedwater
treatment.
7.2.15 The combustion turbine is capable of fulfilling the HRSG
purge requirements of NFPA 85 Chapter 8, if applicable.
7 .2.16 Deleted
7.2.17 All emission level guarantees are at steady state operation.
Performance guarantee tolerances are equal to the measurement
uncertainty for all guarantee values including emissions and
acoustics.
7.2.18 Performance testing will be done in accordance with the
attached test procedure. All emissions testing should use standard
EPA test methods.
7.2.19 Deleted
7.2.20 Nooter/Eriksen's standard gas flow distribution device is
based on a maximum GT exhaust swirl angle range of +1-15
degrees.