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Geothermal GSHP Vertical Borehole Calculator HVAC
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Geothermal GSHP Vertical Borehole Calculator

Model closed-loop vertical ground heat exchangers (GHEX), calculate borehole footage per ton, evaluate grout thermal resistance, and balance annual ground loads.

Soil/Rock Conductivity k_s:
Undisturbed Ground Temp T_g:
Grout Thermal Conductivity k_g:
Target Bore Depth/Hole (ft):
Design Entering Water Temp (EWT):
Max Cooling EWT: 90°F | Min Heating EWT: 32°F

Borehole Field Sizing Results

Total Borehole Footage -
Number of Boreholes -
Governing Design Mode: -
Linear Footage per Ton: -
Net Heat Rejected to Ground (Cooling): -
Net Heat Extracted from Ground (Heating): -
Borehole Resistance (R_b): -
Annual Ground Load Imbalance: -

Drilling Footprint & Piping Specs

Recommended Bore Spacing: 20 ft (6.1 m) grid minimum
U-Tube Piping Spec: 1-1/4" HDPE DR-11 (PE4710)
Drilling Cost Est ($18/ft): -
-

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Principles of Vertical Borehole Ground Heat Exchanger (GHEX) Sizing

A Ground Source Heat Pump (GSHP) leverages the near-constant subterranean temperature of the earth as a heat source in winter and a heat sink in summer. Vertical boreholes (typically 150 to 500 feet deep, spaced 15 to 25 feet apart) contain high-density polyethylene (HDPE) U-tubes backfilled with specialized high-conductivity bentonite grout.

ASHRAE Design Equation for Borehole Length

According to the ASHRAE Handbook of HVAC Applications and Kavanaugh & Rafferty methodology, the required total ground loop linear length $L$ is calculated independently for peak cooling and peak heating:

\[ L_c = \frac{q_{cond} \cdot (R_b + R_{ga} + R_{gd} + R_{gm})}{T_{ewt,max} - T_g}, \quad L_h = \frac{q_{evap} \cdot (R_b + R_{ga} + R_{gd} + R_{gm})}{T_g - T_{ewt,min}} \]

Where:

  • $q_{cond} = \text{Cooling Load} \times \left(1 + \frac{3.412}{\text{EER}}\right)$: Total heat rejected to ground including compressor heat.
  • $q_{evap} = \text{Heating Load} \times \left(1 - \frac{1}{\text{COP}}\right)$: Net heat extracted from the earth (compressor power contributes to indoor heat).
  • $R_b$: Borehole thermal resistance (resistance of HDPE pipe walls and grout annulus).
  • $T_{ewt}$: Design Entering Water Temperature from the ground field to the heat pump.

Impact of Thermally Enhanced Grout

Standard bentonite grout has poor thermal conductivity ($k_g \approx 0.42\ \text{Btu/hr}\cdot\text{ft}\cdot^\circ\text{F}$), creating a thermal bottleneck inside the borehole. Adding silica sand or graphite elevates conductivity to $1.0 - 1.2\ \text{Btu/hr}\cdot\text{ft}\cdot^\circ\text{F}$, slashing $R_b$ by up to $35\%$ and reducing required drilling footage by $15\%$ to $25\%$, saving thousands of dollars in commercial drilling costs.

Frequently Asked Questions

Why does cooling usually require more borehole footage than heating for the same nominal load?

In cooling mode, the ground heat exchanger must absorb BOTH the building cooling load PLUS the heat of compression from the heat pump motor (q_cond = Load + Power). In heating mode, the electric compressor power helps heat the building, so the ground only needs to supply the remainder (q_evap = Load - Power). Therefore, cooling rejects 20-30% more heat per ton into the ground.

What is long-term ground thermal drift / imbalance?

In climates where annual cooling degree days heavily exceed heating degree days (e.g. Dallas, Phoenix), far more heat is injected into the earth than extracted over a year. Over 10 to 20 years, the surrounding bedrock temperature steadily climbs by several degrees, degrading heat pump efficiency unless a hybrid fluid cooler or cooling tower is integrated to trim peak summer rejection.

What is the optimal spacing between vertical boreholes?

Industry standard (IGSHPA) mandates a minimum spacing of 20 feet (6 meters). Closer spacing (e.g. 10-15 ft) causes thermal interference between adjacent boreholes (overlapping thermal plumes), degrading heat transfer efficiency and requiring deeper bores.