GEOTHERMAL HEAT PUMP SYSTEMS: CLOSED-LOOP DESIGN CONSIDERATIONS Andrew Chiasson Geo-Heat Center, Oregon Institute of Technology Outline • • Geothermal options - decision tree System construction • • • System design • • • Ground heat exchanger materials and layout Inside the building Geothermal loop design Pumping The open-loop option General Decision Tree Unique Opportunity (gray water, etc.) YES NO Groundwater for open loop, existing well use or need YES Evaluate resource obtain permits, agreements, etc. Good disposal options Aquifer test, groundwater chemistry NO Hard rock, good quality groundwater Evaluate standing column well YES NO Enough land for horizontal loop, good soil for excavation YES NO Good conditions for pond loop, interested owner NO Good conditions for vertical loop YES Pond thermal evaluation YES Test bores, Thermal conductivity test Annual unbalanced loads, AND/OR thermal storage opportunity YES Other HVAC System Hybrid DESIGN DEVELOPMENT GHP Pros/Cons • Advantages • • • • • • • • • • • • Energy efficiency Simplicity Low maintenance Water heating No auxiliary heat (in most cases) No outdoor equipment Packaged equipment Environmentally “green” Lowers peak demand Low life-cycle cost Allows more architectural freedoms Better zone comfort control GHP Pros/Cons • Disadvantages • First (capital) cost • • • • However, incentives, energy-savings mortgages or loop-leasing are some ways of off-setting costs Limited qualified designers Geographically limited contractors Supply/demand => higher vendor markups System Construction What does the Loop Do? • The closed-loop is a heat exchanger, where fluid flowing through the loop exchanges heat with the earth • The earth is a solid material! => thermal storage effects • Synonyms: Ground (or ground-loop heat exchanger), earth energy exchanger, ground (or earth) coupling, borehole field, loop field, Geoexchange (GX) • Design goal is to size the loop to provide fluid temperatures to the heat pump(s) within the design target range (usually 35oF – 90oF) to meet thermal loads of the building System Construction • • • All underground piping is high-density polyethylene (HDPE) with thermally-fused joints (according to ASTM standards) Field installation procedures have been standardized by IGSHPA DX systems: • • Copper refrigerant lines are direct buried Standards and operating experiences do not exist to the level of water-source heat pumps System Construction Vertical Loops • Installed by standard drilling methods • • • • • • • • Auger: soils, relatively shallow holes Mud-rotary: soft sediments and sedimentary rocks Air-rotary: soft to hard relatively dry rocks Air-hammer: hard rock Cable-tool: hard rock, deep holes (slow drilling) Sonic drilling: high drilling rates in most materials Loop (or borehole heat exchanger) is rolled off a reel into borehole Borehole is grouted from the bottom to the top with a “tremie pipe” to insure a good seal • • Standard bentonite grout Thermally-enhanced grouts (bentonite/sand mixture) System Construction Vertical Loops Mixing grout Installing vertical loop System Construction Vertical Loops Drilling fluids flowing from hole as grout is pumped in Inserting u-tube & tremie-pipe With geo-clips System Construction Vertical Loops 1 bore per circuit u-tubes can range in diameter from ¾ to 1 ¼ inch (1-inch is most common) 150 – 300 ft typical depth Reverse-return piping arrangement System Construction Horizontal Loops 4 – 6 ft burial depth System Construction Horizontal Loops System Construction Pond Loops System Construction Pond Loops Copper Pipe Geo Lake Plate HDPE Pipe System Construction Flushing/Purging • • • • The loop must be designed so it can be flushed to remove debris and entrained air upon commissioning or at any time necessary Install provisions (shut-off valves, hose ports) on the supply and return runouts Large systems use one or more vaults Smaller systems can have valves on headers in mechanical room System Construction Building Interior (from Water Furnace) System Construction Building Interior (from Water Furnace) System Construction Building Interior (from Water Furnace) System Construction Building Interior – Hydronic Systems Using water-to-water heat pumps for hot water System Construction Building Interior – Hydronic Systems Using water-to-water heat pumps Max. output water temperatures are about 120oF (cast iron radiators generally designed for 160-180oF) Baseboards Fan Coil Units System Construction Building Interior – Outdoor Air • • • • Several options Introducing too cold or too hot outdoor air directly to a heat pump decreases it’s capacity => but, increasing heat pump capacity may result in too much air flow In commercial buildings, some type of heat recovery system is generally recommended Water-water heat pumps tied to the ground loop can be used to pre-condition outdoor air Loop Design Important Parameters Vertical Closed Loop SOLAR COLLECTOR ARRAY COOLING TOWER Heat Gains and Losses Average Thermal Conductivity BoreholeThermal Resistance Borehole Spacing or Undisturbed Earth Temperature Loop Design Important Parameters Horizontal Closed Loop Various loop configurations => Borehole resistance concept is replaced by trench resistance Trench depth dictates average earth temperature! => Twinter, Tsummer Loop Design • • • • RULES OF THUMB ARE NOT RECOMMENDED FOR FINAL DESIGN Why? The earth is a solid material, so effects of run time are important in the design!! => Heat pump run hours must be considered Loop design for residential buildings is generally handled differently than commercial buildings Why? Internal gains in commercial buildings, load diversity, etc. affect annual heat rejection/extraction to the ground, so the building life-cycle must be considered Loop Design Know the Loads Profile of the Building • Zone loads determine the heat pump size (a zone is the area controlled by a thermostat) • • • In U.S. & Canada, accepted practice is to size heat pump equipment based on the peak cooling load, and should NOT be oversized; want to minimize on-off cycling, maximize humidity control If necessary, supplemental electric heat can make up the difference Block loads (greatest sum of hourly zone loads) determine the loop size • • Block loads depend on the building “diversity” For example, residential buildings have no diversity, a school with wings may have a 50-60% diversity Loop Design Overview of Procedure Building Loads Residential (from loads calculation software, residential may use spreadsheets) Peak hour Design month run fraction (usually from degree days) Ground thermal properties Ground-loop software that considers: Peak hour Monthly run fraction Annual full load hours OR monthly loads Design lengths: IGSHPA method Proprietary software (usually employs IGHSPA method) Commercial Ground thermal properties Design lengths (NO UNIFIED METHOD): ASHRAE method Proprietary software Loop Design Design Software Software Product CLGS ECA Earth Energy Designer (EED) GEOCALC GeoDesigner GchpCalc GL-Source GLHEPRO Ground Loop Design GS2000 Lund Programs RIGHT-LOOP WFEA Vendor Intl. Ground-Source Heat Pump Assoc., Stillwater, OK, USA Elite Software, Inc., Bryan, TX, USA University of Lund, Sweden Ferris State University, Big Rapids, MI, USA ClimateMaster, Oklahoma City, OK, USA Energy Information Services, Tuscaloosa, AL, USA Kansas Electric Utility, Topeka, KS, USA Intl. Ground-Source Heat Pump Assoc., Stillwater, OK, USA GBT, Inc., Maple Plain, MN, USA Buildings Group, Natural Resources Canada University of Lund, Sweden Wrightsoft, Lexington, MA, USA Water Furnace Intl., Fort Wayne, IN, USA Loop Design Thermal Conductivity Thermal conductivity is generally dependent on density, moisture content, mineral content Soils: – – – – 0.4 - 1.1 Btu/hr-ft-F 0.3 - 0.8 0.6 - 2.2 0.5 – 1.9 Rocks: – – – – – Clays (15% moisture) Clays (5% moisture) Sands (15% moisture) Sands (5% moisture) Granite Basalt Limestone Sandstone Shale 1.3 – 2.1 Btu/hr-ft-F 1.2 – 1.4 1.4 – 2.2 1.2 – 2.0 0.8 – 1.4 Grouts: – Standard bentonite – Thermally-enhanced 0.42 0.85 – 1.40 Loop Design Thermal Conductivity An in-situ thermal conductivity test (or thermal response test) is recommended on commercial jobs Loop Design Hybrid Systems • Unbalanced loads over annual cycle • A school in a cold climate with no summer occupancy, or office/school in warm climate • A supplemental piece of equipment (or another process) handles some of the building space load • • • • • • Boiler Solar collector array Cooling tower Pond or swimming pool Snow melting system Refrigeration load Loop Design Hybrid Systems HEATING LOADS COOLING LOADS Loop Design Hybrid Systems Need software for analysis => current ASHRAE research project to study design and control 55 Example School in Northern U.S. o Heat Pum p Ente ring Fluid Tempe ra ture ( F) • 50 45 40 35 Critical Design Temperature 30 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (yr s) Loop Design Loop Lengths for Planning • Generalized loop lengths for planning purposes • NOT recommended for final designs => use software Length of Trench or Bore per Ton 450 400 350 300 250 200 150 100 50 0 44-47 48-51 52-55 56-59 60-63 64-67 68-70 Avg. Ground Temperature (F) Slink y 6-Pipe 4-Pipe 2-Pipe Vert. U-Tube Pumping • Flow requirement for heat pumps is 2 to 3 gpm/ton • Flow requirement for 1-inch u-tubes is similar in order to maintain turbulent flow • Total loop flow rate should be based on BLOCK LOADS, not total heat pump capacity • Desire just enough flow to maintain turbulence, especially at peak hours => check Reynolds Number (Re > 2300) • More turbulence means more convection heat transfer, but more pumping energy Pumping • If freezing temperatures are expected from heat pumps, loop should be freeze-protected (temperature drop across heat pumps of 10oF should be assumed) • Use as little antifreeze as necessary! • Types of antifreeze: • • • • Propylene glycol Ethanol Methanol CPTherm (new product) • Need to check viscosities at low temperatures => impacts pumping energy Pumping • ASHRAE grading system: • • • • A-Excellent B-Good C-Mediocre D-Poor 0.05 hp/ton 0.05-0.075 hp/ton 0.075-0.1 hp/ton 0.1-0.15 hp/ton • In other words, pumping kW should be <10% of total system demand • Reduce friction losses by: • Reverse-return piping • Parallel circuits • Use larger-diameter pipe in deeper bores Pumping • Flow management • • • • Variable speed drives in central systems Sub-central pumping Individual flow centers if possible Constant flow pumping NOT recommended • De-centralized loop fields in buildings with diverse floor plans Open Loop Option Advantages : Low cost, especially for large loads and residential applications that need a drinking water well Water well drilling technology is wellestablished Stable source temperature Standing column well option in certain circumstances • Disadvantages : Water quality dependent • • • • • • Scaling Corrosion Iron bacteria, well fouling Water disposal Laws and regulations Permits, water rights Summary • Closed Loops: vertical vs. horizontal vs. pond • Vertical loops generally have highest first cost • Consider practical considerations for loop installation => hybrid systems, open loop option • Think system: interior HVAC components, outdoor air • Efficiency and lower cost through design • Final designs should use design software