Geothermal Design/ Construction Lessons...

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Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman, P.E., LEED-AP, Certified Geothermal Designer 8719 Brooks Drive, Easton, MD 21601, 410.822.8688 [email protected] Gipe Associates, Inc. CONSULTING ENGINEERS Mechanical │Electrical │Plumbing February 3, 2015

Transcript of Geothermal Design/ Construction Lessons...

Page 1: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Geothermal Design/ Construction

Lessons Learned

Presented by:

Dave Hoffman, P.E., LEED-AP,

Certified Geothermal Designer

8719 Brooks Drive, Easton, MD 21601, 410.822.8688

[email protected]

Gipe Associates, Inc. C O N S U L T I N G E N G I N E E R S

Mechanical │Electrical │Plumbing

February 3, 2015

Page 2: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

• No outdoor or rooftop equipment • Competitive first costs when compared to conventional system. • Benefit from simultaneous heating & cooling • Inherent energy recovery • Eliminates Underground Steam Piping • Improves comfort and indoor air quality • Eliminates multiple fuel sources • Excellent Life-Cycle cost • No cooling tower / No chiller / No boilers

Case Study: Washington College Miller Library

Page 3: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Miller Library

Life Cycle Cost Comparison

$0.00

$20,000.00

$40,000.00

$60,000.00

$80,000.00

$100,000.00

$120,000.00

$140,000.00

$160,000.00

$180,000.00

Conventional System Geothermal System

$163,926.00

$110,054.00

Total Annual Cost

$2,000,000.00

$2,050,000.00

$2,100,000.00

$2,150,000.00

$2,200,000.00

$2,250,000.00

$2,300,000.00

Conventional System Geothermal System

$2,160,000.00

$2,221,750.00

Total Initial Cost

Page 4: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Miller Library

Life Cycle Cost Comparison

$0.00

$2,000,000.00

$4,000,000.00

$6,000,000.00

$8,000,000.00

$10,000,000.00

$12,000,000.00

Conventional System Geothermal System

$11,464,440.00

$8,468,415.00

Total Life Cycle Cost Over 30 Years

TOTAL SAVINGS OVER 30 YEARS =

$2,996,025!

Page 5: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Washington College Chestertown, MD

BEFORE Warn your clients that

Geothermal is messy!

Don’t Forget: Stormwater Control Requirements, Sediment &

Erosion Control

*Coordinate with the Civil Engineer on the project.*

Page 6: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Washington College in Chestertown, MD

AFTER …But the

end result

is well

worth it!

Page 7: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

THERMAL CONDUCTIVITY TESTING

Heat Transfer per Borehole “Rule of Thumb”

Heat transfer must be verified via thermal conductivity test at the site

Sandy soil: .75 to .90 ton per borehole

Rock soil: 1.3 to 2 ton per borehole

Muddy soil: .6 to .75 ton per borehole

Note: On the Delmarva Peninsula you do

not achieve 1 ton per borehole!

Page 8: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Boreholes

Supply

Header Return

Header

COMMERCIAL SYSTEM

Geothermal System Flow Diagram

Expansion Tank

Pump(s) Fill Line

Air Separator

Relief Valve

Page 9: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Process Loads: Do not utilize geothermal for buildings with

unbalanced loads or process loads

Data Centers

Emergency

Operations Centers

Computer Rooms

In the future

watch out for

super insulated

buildings!

Page 10: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Equipment (Heat Pump) Selection

What is a typical inside design condition for

cooling in our region? Answer: 75 Dry BULB; 50% Relative

Humidity

Selecting equipment at 80ºF DB and 67ºF WB (50%RH) does

not make sense! It is like comparing apples to oranges!

You MUST select equipment at the expected inlet

temperature your equipment will be operating at, Why?

Answer: The higher the inlet temperature, the more

capacity the unit will have in cooling due to the

greater Delta T between refrigerant and air.

Select equipment based on design • Entering Air Temperature DBºF / WB ºF

• Design Fluid Temperature ºF

• Design Flow Rate (GPM)

Page 11: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Multistage Equipment vs Single Stage

Single Stage Multi-Stage

Unless you lower the fluid flow rate and fan speed during

single stage operation you will actually use more energy

due to pump operation!

What uses less energy? Multi-stage equipment or Single-stage Equipment?

It Depends!

Page 12: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Vertical U-tube

Fundamentals & Applications

To Building

Warning Tape With

Metallic Tracer

Minimum

Horizontal Bury

Depth 4 Ft

Finished Grade

Minimum 20 Ft Separation

Between Center Line Of Each

Bore Hole (Typ.)

Grout Entire Annular

Space And Vertical

U-tube With Thermally

Enhanced Bentonite Grout.

Typical Vertical U-tube

1” Diameter

Typical

Bore Depth

200-500 Ft

Minimum Vertical U-tube

Diameter = 1 inch

Page 13: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Grout Type

Grout Thermal Conductivity

Grout

ASSUMPTIONS:

COOLING LOAD = 120 MBH

HEATING LOAD = 120 MBH

GROUND THERMAL CONDUCTIVITY = 1.0 BTU/HR-FT-OF

THERMAL DIFFUSIVITY=0.80 FT2/DAY

STANDARD GROUT = 0.55 BTU/HR-FT-OF

2,770 FEET OF PIPING REQUIRED

THERMALLY ENHANCED GROUT=1.0 BTUH/HR-FT-OF

2,370 FEET OF PIPING REQUIRED

(15% REDUCTION)

THERMALLY ENHANCED GROUT=1.3 BTUH/HR-FT-OF

2,260 FEET OF PIPING REQUIRED

(18.5% REDUCTION)

SAMPLE PROBLEM

Page 14: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

REYNOLDS NUMBER

/sec][Ft Viscosity Kinematic

Pipe(feet) ofDiameter InsideD

.4085 d

q(gpm)Ft/sec Flow ofVelocity V

dimension) (noNumber snold'Re R:Where

R

2

2

e

e

y

DV

GPM REQUIRED TO AVOID LAMINAR FLOW (LAMINAR FLOW = REYNOLDS # < 2000

TRANSITIONAL FLOW= 2000 < REYNOLDS # < 4000

TURBULENT FLOW = REYNOLDS # > 4000)

FLUID

TYPE

70OF FLUID

TEMPERATURE

40OF FLUID

TEMPERATURE

¾” 1” 1-1/4” ¾” 1” 1-1/4”

Water 1.1 1.4 1.7 1.7 2.1 2.7

30%

Propylene

3.1 3.9 5 6.1 7.6 9.6

Page 15: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

GEOTHERMAL VAULTS

Lighting Light colored surface on

the inside (for concrete) Grating at the Floor

Key Components:

• Lighting

• Light colored surface on the inside (for concrete)

• Grating at the floor

• HDPE vs. Concrete

• Tracer lines

Page 16: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Hot Gas Re-Heat

S

S

HPWS

HPWR

x

x

x

x

Supply Fan

Hot Gas Re-Heat Coil

Evaporator Coil

Refrigerant to Water Heat Exchanger

Typical packaged water

source heat pump

Excellent use

of waste

energy….

But,

Verify, that the unit will produce enough hot gas re-

heat to achieve neutral air when the geothermal

water temperature is cold such as the spring time.

Page 17: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

What is the Most Efficient Pump?

The Pump that is “OFF”!

You must verify during

unoccupied modes,

weekends, and

nighttime that pumps

that are supposed to

be “off” are in fact “off”

Also, create strategies to achieve off pumps. For Example:

Outside Air Temperature (ºF) Variable Night Set Back

Temperature

Space Night Set Back Temperature

(ºF)

50ºF 40ºF

10ºF 65ºF

Page 18: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Future Additions

If you have a project with provision for future additions, physically verify that

the bypass valve at the end of corridors is actually closed once the flow has

been verified!

Geothermal Supply

Geothermal Return

Bypass valve needs to be shut off after flow

has been verified

Capped for future

additions

Page 19: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Pipe Pressure Loss

Dimensional ratio or SDR

Make sure if the horizontal mains are supposed to be

SDR-13.5 that they are!

SDR-13.5

Less Wall Thickness

SDR-11

Thicker Wall Pipe

Why is this important?? Pipe Friction & Pump Energy

PUMP POWER

(HP/100TONS)

GRADE (PER

KAVANAUGH)

5 OR LESS A-EXCELLENT

5 TO 7.5 B-GOOD

7.5 TO 10 C-MEDIOCRE

10 TO 15 D-POOR

GREATER THAN

15

F-BAD

Page 20: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Large System Pumps

For very large projects

operate pumps in parallel

and use water to wire

efficiency to stage pumps

On Dover High School in

Dover, Delaware the

installed pump sizes went

from 150 hp each to 60 hp

each.

WWE% = Water horsepower (Whp) x .746 x 100

Kw

Where Whp = gpm x total head

53.08 x Kw

H

P

W

S

H

P

W

S

S

Incoming Power to VFD

Watt Meter (Typ)

Variable Frequency Drive

(Typ)

Flow

Measuring

Station #1

Differential

Pressure

Controller (Typ)

Geothermal

Ground Loop

Pump #1

Geothermal

Ground Loop

Pump #2

Water to Wire Efficiency

Page 21: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Antifreeze / Heat Transfer Fluid

ONLY UTILIZE WHEN ABSOLUTELY NECESSARY

Water

Antifreeze

Fluid Type

K - Factor Comments Concerns

Water

Alcohol Based

Propylene

Glycol

Ethylene

Glycol

500

500

470

455

Ideal viscosity &

heat transfer

characteristics

Good viscosity &

heat transfer

characteristics

Poor viscosity &

poor heat transfer

characteristics

Poor viscosity &

poor heat transfer

characteristics

• None

• Very flammable,

• Do not use in any coils located within

airstream

• Will require replacement in 8 to 10 years

• Very expensive

• Low concentrations (<25%) can result in

water treatment issues

• Will require replacement in 8 to 10 years

• Very expensive

• Low concentrations (<25%) can result in

water treatment issues

• Toxic

VARIOUS HEAT TRANSFER FLUIDS

Page 22: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Antifreeze Concentration

Geothermal Fluid

Must check with a refractometer, if glycol based.

Must check with independent lab if alcohol based.

Page 23: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Condensate Over

Flow Switches Filter Dp Switches

Heat Pumps Alarms

Test them Both!

75% of these components on projects we commission do not

operate!

Page 24: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Heat Pumps Pressure Drops

Do not Just Rely on Auto Flow Valves for Flow Measurement

Compare field pressure drop across heat exchangers versus

manufacturer’s data

∆P = Inlet Pressure – Outlet Pressure (Must correct for gauge elevations)

Geothermal Supply

Geothermal Return

Inlet Pressure Gauge

Typical Heat Pump

Heat Exchanger

Outlet Pressure Gauge

Page 25: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Strainers should be

pulled at project

completion and once

again at 6 months/year

after project completion.

We find plastic pipe

shavings, potato

chip bags, sludge,

and joint material in

strainers.

System Flushing/Strainers

Page 26: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Variable Speed Pumps

Triple Duty Valve Variable Speed Pump

• Never install triple duty valves on

variable speed pumps! Why??

• Use the drive to prevent excess flow not

a triple duty valve

Page 27: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Autoflow Valves & Variable Frequency

Drives

Use VFD to Reduce Resistance of Most Demanding Auto Flow

Valve

Autoflow valve

VFD’s

Page 28: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Building Voltage

Voltages above 500 volts are too high and should be dropped at the

building transformer taps.

Excess or high voltage tends to push the magnetic portion of motors

into saturation. This causes the motor to draw excessive current in

an effort to magnetize the iron in the motor.

High Voltage Causes:

• Increase in starting amps.

• Increase in full load amps.

• Increase in starting and maximum torque.

• Decrease in efficiency.

• Decrease in power factor.

Page 29: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Factory/Field Insulation

All of the heat

exchangers, piping,

and valves within a

heat pump must be

insulated to prevent

condensation.

This is really important

where water to water

units are stacked!

Page 30: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Flushing / Purging

4 feet /second is better!

And consider independent

flushing/purging

Indicate purge values on each circuit

Design for no more than 10 boreholes

per circuit

Indicate main purge valves

Minimum velocity during purging per

IGSHPA = 2 feet / second

S

S

S

S

S

S

S

S

S

S

S

S

S

S

Supply

Header

Supply

Header

2” Header Purge Valves

¾” Circuit Purge/Drain Valve

Full Size, Normally Closed

Bypass Valve for Flushing

Balance Valve: Select based on flow rate

not pipe size!

Page 31: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

What Should be Commissioned?

Everything!

100%!

Pumps

Ground Loop

System

Fans

Flow Measuring Stations

Sensors

Water to Air Heat

Pumps

Where Applicable,

Hot Gas Re-heat

Coils

Pump Variable

Frequency Drives

Page 32: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Excellent Resources for Geothermal Design &

Construction:

Dr. Steve Kavanaugh

The Well Drillers

Page 33: Geothermal Design/ Construction Lessons Learnedhamptonroads.ashraechapters.org/docs/archives/programs/...Geothermal Design/ Construction Lessons Learned Presented by: Dave Hoffman,

Gipe Associates, Inc. C O N S U L T I N G E N G I N E E R S

Mechanical │Electrical │Plumbing

Questions & Answers