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XYLENE POWER LTD.

FNR SITING

By Charles Rhodes, P.Eng., Ph.D.

INTRODUCTION:
Elsewhere on this website Fast Neutron Reactors (FNRs) have been identified as the primary source of energy for meeting mankind's future energy needs. This web page focuses on FNR siting criteria.
 

URBAN BACKUP:
FNRs should be distributed over urban areas to provide district heating and to minimize the costs of AC power transmission corridors. In urban areas distributed FNRs should be located so that if individual FNRs are shut down for reactor maintenance the nearest neighbor FNRs can provide customers backup electricity. Backup heat must be available via pipeline supplied hydrogen or natural gas. Since each FNR and its support facilities occupies approximately one city block (114 m X 114 m), long term planning is required for suitable reactor siting. If 20 m wide perimeter roads do not already exist they must be provided. The perimeter road requirement can potentially expand the required FNR site size to 154 m X 154 m.

A FNR urban site plan is shown below.


 

FNR DISTRICT HEATING NETWORKS:
Urban FNRs need to be about 25% oversized to have sufficient electrical capacity to serve adjacent zone customers when as many as two adjacent FNRs in a network are shut down for any reason. Geography permitting in dense urban areas the FNRs should be installed on a grid that is approximately 1 mile (1.6 km) from one FNR to the next FNR to provide an average energy density of 2 MWe plus 4 MWt per square block, where a block is a parcel of land approximately 114 m X 114 m separated from adjacent blocks by road allowances each 20 m wide. In less dense urban areas the optimum FNR to FNR spacing will be larger. The FNR grid spacing may also be affected by sharp changes in land elevation, by the presence of large commercial/industrial point loads and by proximity to large bodies of water. Note that doubling the average FNR grid spacing doubles the average radial pipe length and reduces the average available energy per square block by a factor of four.

An important issue in designing a district heating system is the elevation of the various load heat exchangers with respect to the FNR. District heating systems involving distribution of heat via circulated water in buried pipes are subject to practical water pressure head constraints. To keep the maximum hydraulic head pressure under 160 psig, as is required for use of common schedule 40 pipe, requires keeping the elevation of the load heat exchanger within 100 m of the elevation of the source heat exchanger. Hence one FNR can economically serve a band of property with an elevation range extending from about 100 m above the FNR's heat exchangers to about 100 m below the FNR's heat exchangers. Each FNR needs to be able to direct its excess thermal capacity to any combination of a high hydraulic head pressure zone, a low hydraulic head pressure zone or a steam heating zone, depending on the requirements of the heating zone being supported.

There is yet another important practical hydraulic piping network issue known as pump suction head. With respect to the heating loops that are lower in elevation than the FNR the main heating loop circulation pumps should be located remotely near the lowest elevation part of the loop to ensure adequate pump suction head under adverse circumstances.

District heat can also be distributed via steam as is presently done by Enwave, the operator of the Toronto District Heating System. Steam has advantages for large commercial and industrial customers but it needs to be converted into hot water for heat distribution to most smaller customers. Steam production also reduces the amount of electricity available from a FNR. The choice between steam and warm water on a radial heating line is dependent on the anticipated customer mix along that line. There are also serious safety considerations related to use of steam. Multi-residential district heating experience in Europe indicates a strong preference for super heated water (120 degrees C) rather than steam.
 

FNR SITING CRITERIA:
The primary sodium pool of a 1000 MWt FNR typically contains almost 4700 tonnes of liquid sodium at up to 440 degrees C. Hence sodium safe containment and isolation from water are paramount.

A liquid sodium cooled Fast Neutron power Reactor (FNR) must be sited sufficiently above nearby large water bodies to ensure that even under worst case earthquake/tsunami/flood and sea level rise conditions the flood water level will never reach the FNR primary liquid sodium pool, thus ensuring that there will never be any contact between the primary sodium and flood water. This primary sodium pool elevation issue takes precedence over all other considerations. Generally speaking FNRs should not be installed at ocean or lake front locations that might be subject to tsunamis or level rise and should not be installed on the potential flood plane of a river or downstream from a dam that might burst some time in the future causing an uncontrolled flood.

Outside the primary sodium pool enclosure there should be a surface contour which ensures gravity drainage of water away from the sodium pool. Without any pumping the local water table should normally be at least 19 m below grade at the reactor air locks. However, sufficient water should be stored in tanks on the reactor site for interim emergency dissipation of fission product decay heat by evaporation of water.

Since an urban FNR in general will not to be sited close to a major river or water body an urban FNR normally dissipates heat via cooling towers and/or an extended district heating system. As a porential alternative to remote cooling towers some of the buildings forming the district heating thermal loads could have fan coil units mounted on the building rooftops for dumping excess reactor heat during the summer. Due to urban real estate costs and architectural considerations the cooling towers at urban reactor sites will likely be marginally sized. Few people want to reside adjacent to a 50 m tall cooling tower, unless that tower is at least partially concealed by another tall structure.

However, a FNR normally operates with a dry type cooling tower that normally does not emit visible steam.
 

FNR SITE SELECTION:
Ideally for both safety and long term structural stability the primary sodium pool of an FNR should be installed in a cavity cut out of a granite mountain. However, such ideal FNR sites are seldom available in urban locations.

The FNR enclosure should either be set on a natural hill or should be surrounded by earth embankments that provide both water exclusion and protection against impact by external objects such as aircraft. Earth embankments are unsuitable for a dense urban site. If used the earth embankments should either have surface paving to ensure drainage of rain water off the surface or should be of coarse gravel so as to prevent the embankment material becoming saturated with water.

An ideal near water front site for a FNR is a dense igneous rock plateau that drops off quickly to a lake, large river or ocean with a long term high water mark more than 17 m below the plateau grade. The water body depth should be sufficient to prevent silt and/or sand being sucked into the cooling water makeup system. The sodium pool elevation above the water level must be sufficient that no natural geophysical event can ever lead to water threatening the primary sodium pool. Channels or tunnels can be cut into the bedrock surrounding the FNR to ensure positive gravity drainage. There should be radial gravity drains that will drain rain water out from under the reactor. The plateau should provide sufficient area (154 m X 154 m) for a FNR, heat exchange galleries, turbine halls, cooling towers, transformer/switch yard facilities and access roadways.

The drainage required to ensure long term below grade dryness of any hill where a FNR is installed may have an adverse effect on any nearby shallow fresh water well.

Shale is a fine-grained, clastic sedimentary rock composed of mud that is a mix of flakes of clay minerals and tiny fragments (silt-sized particles) of other minerals, especially quartz and calcite. The ratio of clay to other minerals is variable. The shale that typically exists about 7 m below grade under Toronto has a maximum load bearing capacity of about 5000 kPa. Shale is not as good as granite but it is adequate for FNR support.

A FNR located in steep granite mountains might have a natural draft cooling tower concealed within a granite core mountain. This cooling tower concealment methodology might be applied in mountainous regions of British Columbia or Labrador but it is impractical in most of Ontario.

Note that the elevation of a FNR with respect to a nearby major water body is much higher than the elevation of a CANDU reactor that uses direct lake or sea water cooling. Thus Fukushima Daiichi like problems that might be caused by a tsunami or a comparable flood mechanism are avoided.
 

PROTECTION FROM ATTACK:
FNRs must be protected from malevolent attacks. To prevent a malevolent attack from above from causing serious consequences the FNR enclosure should be able to safely absorb the impact of a crashing aircraft. The roof structure should contain sufficient steel and kinetic energy absorbing material for this purpose.

Ideally a FNR should have an active radar based overhead threat detection system that can detect a potential overhead vertical attack before it happens and implement a cool shutdown before any impact can occur.

In the event of a malevolent attack it is essential to rapidly remove heat from the liquid sodium to reduce its temperature to under 200 degrees C so that the sodium will not spontaneously burn in air, to exclude rain water and to maintain sufficient argon cover gas while extracting heat from the sodium to prevent a sodium fire. Ideally spare temporary sheet metal roof material should be stored in the reactor roof space to available for immediate deployment to exclude rain water in the event of a major FNR roof rupture.

Once the sodium has cooled to near room temperature it can be isolated from air by flooding its surface with kerosene.

The hill on which a FNR is installed provides earth works at leat 42 m thick, round the FNR enclosure, which is enough to protect the FNR primary liquid sodium tank from a direct impact by a large aircraft travelling at close to the speed of sound. The concrete structures of the turbogenerator spaces and the shear walls of the heat exchange galleries provide robust aircraft impact protection. The threat that is most difficult to protect against is a vertical impact by a large precision guided armour penetrating bomb dropped from a high altitude. Other than in an all out war this is not a credible threat.
 

URBAN REACTOR COOLING:
A practical urban reactor cooling methodology is for every premises that uses district heat in the winter to have roof mounted fan-coil units that can dissipate a comparable amount of heat to the environment in the summer. In these circumstances the cooling towers of an urban reactor only have to be sized to dependably dissipate fission product decay heat. The alternative is up to 12 remote cooling towers per FNR.

A FNR should have a dependable supply of water sufficient to enable safe interim removal of fission product decay heat by evaporation of water. An interim supply of emergency cooling water should be stored in on-site tanks. An urban FNR should have four redundant cooling towers, any one of which is sufficient for safe removal of fission product decay heat.

If the surrounding land is flat the combination of the hill on which the FNR is installed and the adjacent cooling towers will be prominent on the horizon. Hence, to avoid problems with neighbours, it may be prudent at rural FNR sites for the party that owns the FNR to purchase adjacent property within a 0.5 km radius of the FNR. For urban sites the cooling towers, to the extent possible, should be concealed by other nearby tall structures.
 

SODIUM HANDLING:
There should be provision for nearby sodium storage with sufficient capacity to hold all the primary liquid sodium so as to permit future major maintenance/repairs to the FNR primary liquid sodium tank. There must be a means of easily and rapidly transferring heat emitting fuel bundles from the primary liquid sodium tank to fuel bundle transport cylinders and vice versa.

The sodium will likely be delivered to the reactor site either in tanker trucks or as a solid in 55 US gallon steel drums with removeable covers. There may be as many as 24,000 such drums. These drums need to be stored on pallets in groups separated by aisles that act as fire breaks and provide access for fire suppression. A safe drum pallet size is 30 inches X 30 inches. Hence exclusive of aisles the single level drum storage space requirement is:
(30 inches X 30 inches) / drum X (.0254 m / inch)^2 X 24,000 drums = 13,935 m^2

Allowing for aisle area equal to 3 X storage area implies a requirement for 41,806 m^2 = 0.042 km^2 for single layer sodium drum storage.

The sodium filled drums will likely arrive by rail. Hence the drum storage site will likely need additional area for a rail siding and cargo transfer of:
1 Km X 50 m = .050 Km^2
 

ENERGY TRANSMISSION CORRIDORS:
Also important are the costs of an electricity and heat transmission corridors from the FNR to the electricity and thermal loads. In an urban application the cost of the required energy transmission corridors may dominate all other costs. Fully displacing fossil fuels will likely require at least a three fold increase in non-fossil electricity generation capacity and related energy transmission capacity in Ontario. Hence the government of Ontario should identify and prohibit new development on land that will be required for distributed nuclear power stations and energy transmission corridors.
 

URBAN ISSUES:
In order to access the district heating load FNRs should be located within urban developments. However, within a major metropolis the land acquisition cost will increase many fold. That cost will be offset by the avoided cost of energy transmission from outside the city into the center of a city.

Also important is the proximity of the FNR sites to locations where the trained personnel required to assemble, operate and maintain the FNRs can comfortably live.

These real estate considerations point to the wisdom of Ontario Hydro in establishing during the 1970s major thermal electricity generation sites at Bruce, Darlington, Nanticoke and Pickering and in laying out major electricity transmission corridors in Ontario. Today the whole issue of nuclear reactor siting and long term electricity and thermal energy transmission corridor planning needs to be revisited.
 

URBAN MARKET:
(a) To make economic sense a FNR must be able to reliably supply electricity, heat and cooling in urban markets in ratios that vary over time. To provide district heating FNRs must be sited in the middle of major cities which means that the FNRs must have no public safety issues that could impact persons outside the reactor site. Such FNRs must incorporate a range of passive safety features that do not exist in current power reactors.

(b) Such FNRs must tolerate almost any credible malevolent attack or act of God without causing a significant public safety problem.

(c)The FNRs should be connected to their thermal and electrical loads without reliance on other electricity and natural gas utilities. The FNR owners must be able to easily obtain pipe and electrical easements under both public roads and private properties. The FNR owners must have the same legal status as present electricity and natural gas utilities with respect to obtaining these easements. The FNR owners must be permitted to sell heat, cooling, electricity, kinetic energy or any combination thereof to end users without making payments to any other utility. For example the reactor owner must be able to sell electricity directly to major end users such as major building owners without paying a prohibitive distribution charge to an electricity utility. The technical issues of electricity load island formation, disconnection, automatic re-synchronization and re-connection to the electricity grid must be faced. There are related control and load sharing issues that the IESO thus far has not faced. An important issue is short circuit fault clearance in grid connected loads that are close to the distributed nuclear generation.

(d) Obtaining public utility status generally requires an act of a provincial legislature. Selling FNRs on a large scale will be all but impossible until a common industry body such as CNL takes on the related legislative challenges. It is necessary to draft enabling legislation that any Canadian provincial legislature can easily approve. The legislative model for district heating is likely Enwave in Toronto. However, realizing utility status for Enwave required a many year effort by an association of major hospitals and office building owners. Even so, Enwave does not sell electricity in competition with the Toronto Hydro Electricity System. The number of actual FNR installations will be negligible if each FNR project proponent must first successfully run a major political campaign.

(e) A related issue is the prevailing end user electricity rate structure. Much of the value of nuclear power as compared to intermittent wind and solar power lies in the dependability of nuclear electricity generation. In order for nuclear power to make financial sense to both suppliers and end users the electricity rate structure must properly reflect the value of kVA as compared to a kWhe. In the province of Ontario there are presently many retail electricity rate problems and there is almost no energy storage because the present retail electricity price plans charge too much per kWhe and too little per kW or kVA.
 

LEGAL COMPLICATIONS:
In Canada the present law related to attachments to a building makes it impractical for any party, other than the building owner, to finance the cost of the required changes to a building heating system necessary to connect it to a district heating system. The problem is that the first mortgage holder for a building has security primacy over all other creditors, including any creditor that finances changes to the building heating system. This issue is known as the law of attachments. In a building insolvency the lead mortgage holder usually sells the building to a third party. That third party has no legal obligation to the creditor that financed the heating system changes uless that creditor has a first charge on title. Fixing this problem requires a fundamental legislative change that places the security held by the party that financed the heating system changes ahead of the security held by the lead mortgage holder. This issue is a major legal obstacle to displacement of fossil fuels by non-fossil energy.

Fixing this problem is generally opposed by Canadian Banks and like financial institutions because it could potentially reduce their security. Governments must come to the realization that preventing climate change is more important than providing ultra high security to banks and like financial institutions that provide mortgages and lines of credit registered on property title.
 

CNSC REGULATION:
In 2018 the CNSC published a nuclear reactor siting document titled: Site Evaluation and Site Preparation. This document is presently very broad, includes by cross reference numerous other documents, infringes on matters of provincial and municipal jurisdiction and does not focus on the real requirements of urban siting of a nuclear power reactor. This document must be modified and simplified so as to meet the reasonable needs of urban planners, municipal utilities and major building developers. The incorporation of other documents by cross reference must be eliminated. The scope of this document with respect to site research should be no more than the requirements for site approval of a 24 storey high rise condominium building.

Above all, once a potential site has been selected, basic engineering suitability checks have been done and the scope of anticipated major on-site structures has been agreed upon, the jurisdiction of the CNSC with respect to the site selection must end. There must be no issue of future licence renewals or possible future changes in regulatory requirements. The CNSC agreement to the site selection and the composition of its major protective elements must be final.

There must be no possibility of project review under the Canadian Environmental Protection Act as is presently contemplated in the CNSC Site Evaluation and Siote Preparation Documentation.

The sites for urban nuclear reactors will be determined first by basic engineering issues such as site dimensions, site elevation, site drainage, depth to bedrock and road access, secondly by existing and future electricity and district heating network constraints and thirdly by real estate / legal issues including rezoning, because part or all of the relevant properties must be obtained by expropriation. Once property assembly has commenced the jurisdiction of the CNSC with respect to the site choice must forever end.

The CNSC must accept that in an urban environment its ability to regulate non-safety issues or to seek public input outside the normal rezoning process is zero.

The CNSC will have to further accept that with respect to real estate, building code and zoning matters relating to urban power reactor siting relevant provincial and municipal legislation must have primacy.

In the event that the CNSC fails to cooperate in this matter of urban power reactor siting it will be economically impossible to meet the national objective to sustainably reduce CO2 emissions. Should that be the case it is likely that the parliament of Canada will modify the legislation governing the CNSC.
 

This web page last updated March 28, 2021.

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