Discharge emergency

This chapter covers the design of facilities to handle equipment drainage and contaminated aqueous effluents that are sent for appropriate disposal blowdown drum systems to receive closed safety valve discharges, emergency vapor blowdowns, etc. and facilities for process stream diversion and slop storage. Also covered are criteria for selecting the appropriate method of disposal. Design of flares is covered in a subsequent chapter. 

The purpose of the dose assessment, the time dependence of exposure conditions and the radionuclide composition of the release and the deposition are different for practices (chronic long term discharge), emergencies (short term release) and chronic exposure situations (contamination with long hved... 

Relief systems. Emergency discharge from relief valves can be dealt with in a number of ways ... 

If at the moment of controlling there is unreliable contact between electrodes and object being tested or Ac has been discharged till the value of 10.5 V, the emergency signals from Cp 1, Cp 2 go to SC EDC, and LCI indicates proper information. 

The vertical tube (water-cooled) generator consists of two concentric tubes the outer of which is cooled with water and acts as the ground electrode. Feed gas is introduced into the top of the inner stainless steel tube (which serves as the high voltage electrode), exits at the bottom of the outer tube, flows upward through the aimular space (which contains the electric discharge), and emerges at the top of the outer tube into a product gas manifold. 

Provide for addition of diluent, poison, or inhibitor directly to reactor. Provide for automatic or manual actuation of bottom discharge valve to drop batch into a dump tank with diluent, poison or inhibitor, or to an emergency containment area. 

Install high temperature interlock on discharge of condenser to shutdown reactor and initiate emergency cooling... 

In the third e.vample, the line terminates at 53%. This means DO NOT run this pump at less than 53% of the BEP. 53% of 4500 gpm is 2385 gpm. Because this is a firewater pump and because firemen need to throttle the nozzles on their fire hoses, then we need to install a pressure relief valve on this system with a discharge bypass line so that the pump dumps the restricted water (less than 2400 gpm) back into the suction tank or lake. If not, this firewater pump is likely to suffer bearing failure during an emergency. 

The startup of the production unit was exciting. The extended surface cooler on the discharge end was installed and about half of the design pressure was used to avoid ignition. In spite of this, on the first day an ignition was observed and emergency shut down was activated. Removing the bottom closure it became evident that the square form of the cooler... 

Plants, situations, and causes of overpressure tend to be dissimilar enough to discourage preparation of generalized calculation procedures for the rate of discharge. In lieu of a set procedure most of these problems can be solved satisfactorily by conservative simplification and analysis. It should be noted also that, by general assumption, two unrelated emergency conditions will not occur simultaneously. 

Waste streams Cater for routine and emergency, safe discharge of all waste streams, e.g. atmospheric venting, possibly after treatment, discharge of liquid effluents including out-of-specification streams, discharges of particulate or bulk solids... 

Accidental pollution incidents arise from spillages, gas emissions, and liquid discharges sometimes in transportation. The main considerations are prevention, containment, and effective mitigatory and emergency action according to the principles outlined in earlier chapters. Effective clean-up and decontamination are then needed. 

Program created for DOT, EPA, and FEMA to aid emergency preparedness personnel in assessing the sequence and nature of events that may follow an accident. ARCHIE incorporates several estimation methods that may be used to assess the vapor discharge, fire, and explosion impacts associated with episodic discharges of hazardous materials. 

The purpose of the facilities described in this chapter is to provide for safe handling of various drainage materials and emergency streams, so that they may be safely routed to the sewer, tankage, flare, or other appropriate destination. Drainage systems specified herein ensure that flammable or toxic materials may be disposed of without hazard of fire or injury when equipment is taken out of service. Also described are systems to handle process water drawoffs, cooling water, and other aqueous effluent streams which may be contaminated with hydrocarbons, and which could otherwise create hazardous conditions if they were discharged directly to the sewer. 

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