Operating
Experience Summary 2000-05
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Operating Experience Summary 2000-05
March 1 through March 10, 2000
Table of ContentsEVENTS EVENTS |
1 BACKHOE OPERATOR CUTS BURIED ENERGIZED
480-VOLT CABLE
Investigators learned that the construction subcontractor was preparing a sewer tap for the radiological monitoring bioassay laboratory construction project. The backhoe operator snagged the 480-volt line while removing material during a hand-digging operation to locate identified interference. No workers were injured during the incident. Investigators determined that contractor personnel used ground penetrating radar to confirm marks installed by surveyors to locate known interferences within the buffer and excavation areas identified on drawings. Figure 1 shows the result of the ground penetrating radar survey. Known interferences are those reflected on the controlled record drawings. The buffer establishes the exploration limits where the ground penetrating radar is used to confirm known interferences and identify unmarked interferences.
Figure 1 Location of re-routed cable The ground penetrating radar indicated an interference paralleling the curb in the area located on the controlled drawings where the 480-volt electrical line was identified. Sewer lines were also noted both paralleling the road and perpendicular to the road. Another interference was confirmed beside the manhole within the excavation area limits. The contractor initiated hand digging to locate only the interference identified beside the manhole. The other interferences discovered didn’t conflict with his scope of work. The operator removed accumulated material from the excavation with a rubber tire backhoe until the excavation deepened to the point where the operator snagged the 480-volt line. Local site utilities personnel, brought in after the cut cable was discovered, used a radio frequency signal to confirm the “as found condition” and the “as designed condition” shown on Figure 1. The manhole in the drawing was installed during the original sewer project for the site. Four different subcontracts as well as the facility’s own work processes may have been responsible for laying and not recording the location of the subject cable. Investigators suggest a configuration management problem because of a previous cut in this 480-volt line several years ago when another sewer tap was made. The facility contractor apparently cut the cable and repaired the damaged cable by routing the new conductor around the manhole. The contractor apparently made no changes to the site drawings following this work. Excavation for the manhole and subsequent electrical installation excavation made it difficult to see the 480-volt line routed around the manhole, because ground penetrating radar could not see through the disturbed earth and barriers. EH engineers identified the following similar events involving cutting
buried electrical cables.
(ORPS Report OH-WV-WVNS-HLLW-1999-0001) (ORPS Report ALO-LA-LANL-LANL-1997-0001)
FUNCTIONAL AREAS: Construction, Configuration Management,
Industrial Safety
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2. SITE PROCEDURE OVERLOOKED WHEN INCORRECT MATERIAL ADDED TO CHILLER SYSTEMInvestigators identified other recent events where the subcontractor
failed to follow procedures, perform post maintenance, or apply quality
assurance measures. On August 23, 1999, a work control representative
reported that a wire rope inspection for a 24-ton crane had not been performed
within the required surveillance period. The crane was used on three
occasions after the August inspection date had passed. This event
stemmed from failure to follow established procedures. On September 23, 1999, also at this facility, craft personnel failed to recognize potential load limits for basin grating while they moved an equipment cart containing rigging and a hydraulic drive unit weighing approximately 1,400 lbs. This event also stemmed from personnel not properly following established procedures (ORPS Report. RL-PHMC-SNF-1999-0028). The similarity in corrective actions among many events at this facility seems to indicate that there may be a systemic, recurring procedure problem. EH engineers identified the following similar event involving procedure
problems.
(ORPS Report RFO--KHLL-PUFAB-1998-0028)
FUNCTIONAL AREAS: Procedures, Management, Training and Qualification
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3. CATASTROPHIC FAILURE OF PURGE AIR SILENCERThe dryer is a part of the breathing air purifier and consists of two desiccant-filled vessels (or towers). One vessel on line dries the incoming air going to the breathing system, while a non-heated air purge regenerates the second vessel. An electrically operated (solenoid) purge valve on the on-line vessel opens and reduces pressure at 5 minute intervals as a part of drying process. This causes shuttle valves to divert the incoming air to the opposite vessel. When the desiccant tower changes from the on-line to the purge position, the solenoid purge valve opens, allowing rapid venting of the stored air. This causes an air cannon effect with a sonic boom, resulting from a rush of air mass from the bottom of the tower. The muffler (or silencer) is mounted on the outlet of the purge valves to dampen the noise. It is designed to slow, disperse and dampen the air pressure impulse, which otherwise occurs when the air jet exits the pipe and undergoes a sudden expansion to atmosphere. The failed silencer on the left in Figure 2-1, and the filter with pressure relief, Figure 2-2, are manufactured by Atomuffler. The silencer is a cylinderical device made from treated paper filter media rolled into layers with an outer metal protective shell. The desiccated air inside the unit escapes from the outlet side of the air dryer after passing through the muffling process. Investigators determined that the incoming air picked up desiccating dust, which tended to clog the filter media.
This restricted the flow of air, causing a backpressure on the on-coming purged air, resulting in an “air hammer” effect. The air hammer fatigued the filter media over time, and eventually caused it to fail. The investigators also determined that the failed device was lacking the following design features recommended by the manufacturer:
EH has reported a number of similar events involving near miss situations.
The following are some examples.
FUNCTIONAL AREAS: Design Modifications, Preventive Maintenance
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4. CRACKED WELDS ON ROUGH TERRAIN HYDRAULIC CRANESThe crane is a Grove 90-Ton Rough Terrain Hydraulic Crane. It is one of four portable, heavy capacity cranes used for lifting at the Site. All four cranes, three 90-ton and one 80-ton, are 13 to 15 years old and are now cycling through annual inspections. The design life of these cranes is 10 years. Investigators determined that the cracked welds on the 15-year-old crane were identified during a load test portion of the inspection and cracked welds caused a deflection of the crane’s boom. Investigators also found similar cracked welds during their inspections of the other three heavy capacity cranes, although none of those deficiencies caused a deflection of the crane boom during load testing. The cause of the cracked welds has not yet been determined, but investigators suspect that metal fatigue is a contributing factor. The DOE-SR also owns a number of 22-ton and 40- to 45-ton rough terrain cranes. Investigators inspected a sampling of these smaller cranes, following the discovery of the weld cracks in the large cranes, and found no cracked welds. Most of these cranes are also manufactured by Grove Crane. All of the 40-to 45-ton rough terrain cranes are currently being inspected in connection with this problem. The cranes are generally the same age as the four 80-and 90-ton cranes, but have different configurations. Local representatives of Grove Crane inspected the cracked welds on the subject crane and investigators expect that Grove factory representatives will also inspect the other cranes. Grove Crane had supplied inspection criteria for use in annual inspections, but these were not instrumental in identifying the cracked welds. The manufacturer has made suggestions for repairing the damaged welds, however, there has been no determination whether the damage is so severe that it is irreparable. If the initial inspected crane were to be scrapped and replaced the cost could range from $500,000 to $1 million. Facility management plans to involve their quality assurance organization in resolving this problem. They have also contacted the DOE Hoisting and Rigging Topical Committee and the manufacturer, Grove Crane, to obtain information on incidence of cracked welds on similar pieces of equipment. Facility management stated that a sound engineering basis will be employed should the cracked welds be repaired and the crane returned to service. Facility managers, maintenance, and quality assurance personnel should
review the following references, which provide guidance and good practices
applicable to the current issue (i.e., Quality Assurance, testing, surveillance).
FUNCTIONAL AREAS: Construction, Maintenance, Industrial Safety
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6. LEAD ACID BATTERY EXPLODES DURING CRANE INSPECTION(ORPS Report SR--WSRC-CSWE-2000-0004) Investigators determined that the 22-ton rough terrain crane uses two lead acid batteries in series. One battery is maintenance-free while the battery that exploded is the type that requires periodic maintenance. Investigators speculated that the incident occurred when water in one of the battery's cells underwent electrolysis. Investigators determined that when the water in a cell drops below the top of the cell's conductor, electrolysis can take place and produce hydrogen. They also determined that electrolysis occurs when the charging voltage exceeds 2.4 volts per cell. Investigators determined that the battery did not have identification labels or adequate maintenance records, making it difficult to trace the battery's history. Investigators belive that the potential ignition source was a spark from a poor battery terminal connection. Investigators are waiting for the battery manufacturer's test report and will provide those results when they become available. As part of the on-site lessons learned program, facility management
developed the following key points for personnel who work with and maintain
lead acid batteries.
(ORPS Report ID--LITC-CFA-1999-0003) DOE-HDBK-1084-95, Primer on Lead-Acid Storage Batteries, provides information on the operation, construction, and maintenance of lead-acid batteries. The handbook also provides information on the hazards associated with storage batteries and recommended precautions. Information on battery chargers and charging operations is provided in the maintenance section. KEYWORDS: battery explosion, battery charging, electrolysis FUNCTIONAL AREAS: Industrial Safety, Electrical, Maintenance
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7. CUTTING TORCH SPARKS CAUSE LEAKING PROPANE BOTTLES TO IGNITEInvestigators determined that the fire ignited at points where the propane supply line and pressure gauge connect to the propane bottle and that the facility had six other propane bottles exhibiting similar leaks. They determined that the bottle vendor performs quality assurance inspections on all bottles before they are shipped and that facility management did not perform a receipt inspection. Investigators determined that facility management now requires a visual inspection of all gas bottles before they are stored or used. EH engineers identified the following similar events involving leaking
propane tanks.
(ORPS Report ORO--BJC-K25GENLAN-1999-0005)
KEYWORDS: propane bottle, compressed gas, fire watch, torch cutting, leak FUNCTIONAL AREAS: Work Planning, Industrial Safety, Material
Handling/Storage
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1. MULTIPLE INJURY ACCIDENT UPDATE FROM A SODIUM- POTASSIUM EXPLOSIONOn December 1, 1999, Depleted Uranium Operations (DUO) workers in Building 9201-5 were changing out the crucible in the skull caster furnace. The workers were using a new procedure for the activity. When workers removed a flexible argon purge hose from the crucible, several gallons of NaK sprayed out through an open isolation valve into the furnace. Over the next several days, the workers monitored conditions in Building 9201-5 and intermittently purged the furnace with argon in an attempt to minimize further oxidation. Facility management developed a recovery plan outlining the process for cleaning up the NaK spill. On Friday, December 3, the workers observed unusual and unexpected conditions in the furnace, including a yellow color and abnormal configuration of the material. Mineral oil was sprayed on the deposits to minimize oxidation. On December 8, the explosion occurred while the workers were attempting to clean up the NaK using a vacuum probe and metal rod, having sprayed additional mineral oil. The direct cause of the explosion was the impact of a metal tool on a shock-sensitive mixture of potassium superoxide (KO2 ) and mineral oil. The December 1 NaK spill resulted from numerous deficiencies in the new procedure for crucible changeout. During this work activity, the workers made pen and ink changes without stopping to obtain proper review and approval of the changes. A key step requiring opening the dump valve to drain the crucible NaK piping had been inadvertently deleted from the procedure, resulting in a failure to open the valve to trap the remaining NaK under argon pressure. When workers observed an unexpected NaK level in the sump, they did not stop to analyze the system configuration or seek assistance before repeating parts of the procedure. A worker climbed into the furnace to disconnect the argon purge hose. When the hose was disconnected, the trapped NaK sprayed out under pressure into the furnace through an open isolation valve that was also incorrectly aligned because of procedural deficiencies.
KEYWORDS: injury, chemical, procedures, sodium, potassium FUNCTIONAL AREAS: Explosion, Personnel Injury, Work Activity |
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