ML19259C533
| ML19259C533 | |
| Person / Time | |
|---|---|
| Site: | Fort Calhoun  |
| Issue date: | 06/18/1979 |
| From: | Short T OMAHA PUBLIC POWER DISTRICT |
| To: | Reid R Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 7906260168 | |
| Download: ML19259C533 (25) | |
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f. Omaha Public Power District 1623 HARNEY a OMAHA, NESRASKA 68102 m TELEPHONE 536 4000 AREA CODE 402 June 18, 1979 IHIS DOCUMENT CONTAINS Director of Nuclear Reactor Regulation P0OR QUAUTY PAGES Attn: Mr. Robert W. Reid, Chief Operating Reactors Branch No. 4 U. S. Nuclear Regulatory Commission Washingtor., D. C. 20555
Reference:
Docket No. 50-285 Gentlemen: The Omaha Public Power District received a letter from the Commission dated May 25, 1979, requesting that certain information be provided in regard to the main feedwater at the Fort Calhoun Station. Accordingly, the requested infomation is enclosed. Sincerely, e , T. E. Short Assistant General Manager TES/KJM/BJH/lp Enclosure xc: LeBoeuf, Lamb, Leiby & MacRae 1333 New Hampshire Avenue, Suite 1100 Washington, D. C. 20036
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RESPONSES TO QUESTIONS ON PWR FEEDWATER LINES DESIGN Question 1 Provide as-built piping or isometric drawings of the feedwater line to steam generator sparger within containment. Show details of the design such as dimensions, pipe schedule, support type and locations, pipe restraints, and valve (s) .
Response
The following are provided: a) as-built piping or isometric drawings; see IC-67 and Bergan-Paterson Dwg. 103-3 (attached); b) dimensions, pipe schedule, support locations, restraint locations, and valve locations; see Bergan-Paterson Dwg. 103-3 (attached); c) support type; see Bergen-Paterson Dwgs. 1016-1021 (attached); d) pipe restraints; see Bergan-Paterson Dwgs. 7016-7023-1 (attached); and e) check valves FW-161 and FW 162; see Mission Dwg.16259, Sh. 9 of 10 (attached). Question 2 Provide the results of any stress or fatigue analyses which were performed for this system.
Response
The infonnation regarding stress or fatigue analysis on the feedwater system is not available at this time. We are currently attempting to acquire this information from our Architect-Engineers. FABRICATION HISTORY Ouestion 1 Supply a list of the materials for the steam generator sparger, steam generator feedwater nozsles and feedwater piping within containment.
Response
Materials of Construction: a) steam generator sparger - 12" Sch. 40 SA-106 grade B;
b) steam generator feedwater nozzle - alloy steel SA-508 Class 2; and c) feedwater piping in containment - seamless 16" Sch. 80 Class 1100 A-106, Grade B. Besides the three items listed above, there were other components used in the fabrication of the feedwater nozzle and sparger assembly. These are the safe end (carbon steel SA-508 Class 1); the feedwater sleeve (16"Sch.40carbonsteelSA-106GradeB);andthedistributionbox (18" sch. 100 carbon steel SA-106 Grade B). Reference Figure 1 attached. Question 2 provide the details of the welding process (es) used to make the nozzle-to-pipe pipe-to-sparger and piping welds. Include detai1s of welding a such as preheat, joint configuration (include with or without backing ring), and post weld treatment, if any.
Response
The piping welding processes were composed of both shop and field welds. The field welds, which are shown on the Dravo IC-67 drawing (attached), are marked with an F-# . The welds marked F-26 and F-13 are the welds _ connected to the safe end of the feedwater nozzle. The welds l F-1 , F-5 l, F-6 1, F-10 , F-13 ], j F-14 , F-14A , F-14B ,1F-18 , F-19 , and F-23 were welded using either the manual inert-gas tungsgen arc method or the metallic arc method. The pipes were preheated to 250 F with an open torch with the temperature being measured by temperature indicating crayons. All of these field welds werg given a post weld heat treatment. The holding temperature was 1150 F + 50 F and the holding time was one hour per inch of pipe wall thickness. The pipe was allowed to cool slowly and uniformly and it was also stress-relieved. A minimum of five thermo-couples were used to measure the temperature during heating and cooling. The0 temperature differential between the thermocougles did not exceed 150 F during the heating and cooling cycles and 50 F during the holding period. The maximum rate of heating and cooling above 600 F did ngt exceed 400 F per hour divided by the maxfmum wall thickness or 400 F per hour, whichever was less. Below 600 F, the weldment was allowed to cool in still air without insulation. The joint configuration of the field welds is illustrated by the attached Figures 2 and 3. The shop welds were made using the consumable insert method, unless the inside of the pipe was inspectable, in which case manual inert gas shield arc welds were used. The joint configuration is illustrated by the attached Figure 4. g0n the mgin line most of the pipes were pre-heatedinarangefrom200Fto3g0F. Thepipeswereposthegtedby g the following procedure: Heat-400 F/hr. max.; Temp-1100 F-1200 F; Hold-I hr./ inch thick (1 hr. min.); Cool-cover and allow to cool in still air. Scme of the welds were not preheated or given any postheat treatment. 2
These were welds that connected 3/4" vents or drains to the main feed-water line. fhere are four welds (two to each steam generator) connecting 45 elbows to short pieces of 16" pipe that received a pre-heat of 600F (minimum) and no postweld heat treatment. The welding procedure used to connect the safe end to the feedwater nozzle and the seal weld at the junction of the thermal expansion sleeve to the distributor box is not available at this time. These welding procedures will be submitted when available. Drawings of the feedring assembly (Figure 1), the feedwater nozzle details (E-232-485-5), and the internal details (E-232-494-2) are attached. There were no backing rings used in the feedwater system piping fabri-cation. Question 3 Provide the NDE performed during and after fabrication of the weld joints requested in question 2.
Response
All of the shop welds were examined using radiographic examination and magnetic particle examination, and the 3/4" drain and vent welds were examined by magnetic particle examination only. All field welds were examined using radiography examination and either magnetic particle examination or liquid penetrant examination. A radiographic examination and a magnetic particle examination were performed on the weld connecting the safe end to the feedwater nozzle as is shown by the drawing E-232-485-5 (attached). The NDE's are not yet available for the seal weld between the thermal sleeve and the distribution box. Question 4 Provide the Code edition to which the feedwater piping system was fabricated.
Response
The feedwater piping system was fabricated according to the USAS 31.7 Class 1 Code. Question 5 State the fracture toughness requirements, if any, for the feedwater piping system.
Response
Technical Specification 2.1.1(7) states that the maximum secondary hydro-statig test pressure shall not exceed 1250 psia, that a minimum temperature of 82 F is required, and that only ten such cycles are permitted. 3
PRESERVICE/ INSERVICE INSPECTION AND OPERATING HISTORY Ouestion 1 State whether the feedwater system welds received a preservice inspection in accordance with ASME B&PV Code, Section XI.
Response
As a Code Class II piping system, the feedwater system welds were not subject to preservice inspection in accordance with ASME B&PV Code, Section XI. Question 2 Provide the extent of inservice inspection performed on the feedwater pipe to steam generator nozzle welds. Include the results of the examina-tions, any corrective actions taken and causes of any failures.
Response
The feedwater pipe to steam generator nozzle welds have not been inspected under the inservice inspection program. Question 3 Provide the schedule and extent of inservice inspection for the feedwater system for the next inspection interval .
Response
The inservice inspection program for the feedwater system for the remainder of the current 10-year inspection interval (ending September 26, 1983) con-sists of magnetic particle exams of two pipe lugs located outside of con-tainment, visual exams of five pipe restraints or support components inside containment, visual exams of four pipe restrains or support components outside containment, and an ultrasonic exam of one welded pipe support lug. The scheduled exams for the next 10-year interval (September 26, 1983 to September 26,1993) consist of visual exams of nine pipe restraints or support components outside containment, visual exams of ten pipe restraints or support components inside containment, magnetic particle exams of two pipe lugs outside containment, an ultrasonic exam of one pipe weld inside containment, and an ultrasonic exam of one pipe weld outside containment. Question 4 Provide any history of water hammer or vibration in the feedwater system and design changes and/or actions take to prevent these occurrences.
Response
No incidents of water hammer or vibration have occurred in the main feedwater system. No design changes or actions to prevent such occurrences have been necess a ry. 4
Question S Provide a description of feedwater chemistry controls and a summary of chemistry data.
Response
The following table illustrates the feedwater and condensate chemistry limits. Sample ! Conductivi ty C1- - 002 l SiO2 Na Cu Fe N2H4 Location' pH (umhos) (pom) (pom) (ppm) (ppm) (pom) (opm) (ppm) Steam Gen. 8.8-9.2 -<5.0 -<0.100 -<0.005 -<0.020 -<0.020 Steam Condensate >8.5 < _5.0 - < _0.005
-.0.050 _<0.025 _<0.025 p
Discharge Condensate >8.5 <5.0
-<0.005
<0.025 -<0.025 -
Heater #3 Discharge Heater >8.5 -<10.0
<0.005 - -
<0.025 -<0.025 -
Drain Pump Discharge Heater >8.5 <10.0
-~
<0.025 -<0.025 -
Drain Tank Condensate >8.5 -
<5.0 -
<0.010 - -
<0.025 -<0.025 0.010-0.025 Heater #5 Discharge Condensate 8.8-9.2 -<5.0
<0.025 -<0.025 <0.025 W Pep Suction FW Heater 8.8-9.2 <
_5.0 -
<0.010 -<0.020
<0.010 -<0.025 0.010-0.050 Hydrazine is used to control dissolved oxygen levels and, to some extent, the pH levels. Further adjustment of pH is made by injecting morpholine. All makeup water is brought into limits before it beccmes a part of the feedwater system. Levels of solids, silica, and chlorides are kept under the limits through use of the steam generator blowdown rate and makeup water quality.
The Fort Calhoun Station feedwater system, for about the first month up to approximately 305 power following initial criticality, used a phosphate chemis-try treatment. Thereafter, an all-volatile chemistry treatment has been used. The Fort Calhoun Station has not experienced any major difficulties in main-taining feedwater chemistry within limits. There have been no incidents of a chemistry limit being exceeded for a prolonged period.
- A blank indicates that no sample is taken for stated parameter at designated location.
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