USE OF PROMOTER PIPE WITH DOWNHOLE HEAT EXCHANGER IN KLAMATH FALLS, OREGON - PowerPoint PPT Presentation

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USE OF PROMOTER PIPE WITH DOWNHOLE HEAT EXCHANGER IN KLAMATH FALLS, OREGON

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Title: USE OF PROMOTER PIPE WITH DOWNHOLE HEAT EXCHANGER IN KLAMATH FALLS, OREGON


1
USE OF PROMOTER PIPE WITH DOWNHOLE HEAT EXCHANGER
IN KLAMATH FALLS, OREGON
  • John W. Lund Tonya Toni Boyd
  • Geo-Heat Center
  • Bill Hack Hachman Bruce Huffman
  • Pacific Plumbers, Corp.

2
BACKGROUND
  • Downhole heat exchangers (DHE) used in Klamath
    Falls since the 1930s
  • Also, used in Rotorua, New Zealand, Moana (Reno),
    NV, Turkey, Iceland, Hungary, Russia
  • Consists of one or more closed-loop pipes
    circulating water suspended in a well extracting
    only heat
  • Capacity from 100 kW to several MWt
  • In wells up to about 500 ft (150 m) most
    economical, but have worked in depths to 1,500 ft
    (450 m)

3
Typical DHE installation in Klamath Falls
4
DHE in Klamath Falls
5
TYPICAL DESIGN
  • Well 10 to 12-in. (25 to 30-cm) diameter with
    8-inch (20-cm) diameter casing
  • 2-inch (5-cm) diameter heating loop
  • 2.5 to 3-inch (6 to 7.5-cm) diameter in larger
    installations
  • ¾ to 1-inch (2 to 2.5-cm) domestic hot water loop
  • Well completion must have space between casing
    and well bore
  • Casing perforated at the bottom at live water
    flow and just below the minimum static water
    level at the top

6
OPERATING CONDITIONS
  • Rule of thumb 1,500 Btu/hr/ft (1.4 kW/m)
  • 140oF (60oC) minimum well water temperature
  • Thermo-syphoning gravity feed of water
  • 15 - 25 gpm(1.0 - 1.5 L/s)
  • 10 - 20oF (5 - 11oC) temperature change
  • 3 5 psi (0.2 0.35 bar) pressure difference
    between supply and return lines
  • Vertical velocity in well of 0.04 0.4 fps (0.01
    0.1 m/s) with maximum of 2 fps (0.6 m/s)

7
Casing completion to provide vertical convection
cell
8
PROBLEMS
  • If casing not perforated home owners stimulate
    vertical flow by pumping and dumping into the
    storm sewer.
  • Normally black-iron pipe used
  • Corrosion at the air-water interface
  • Cross-linked polyethylene (PEX) pipe used to
    solve corrosion problem and for ease of
    installation

9
(No Transcript)
10
Temperature depth diagram before and after
perforating the casing.
11
PEX pipes and corrosion of DHE
12
NEW ZEALAND EXPERIENCE
  • Rotorua high temperature wells up to 320oF
    (160oC) cannot be perforated or stand open due to
    several layers of cold water
  • A system using promoter pipes was developed
  • Pipe (convector) open at both ends suspended in
    the well below the water surface producing a
    convection cell bringing hot water up from the
    bottom.
  • DHE installed next to the convector or inside the
    convector depending upon the room

13
New Zealand promoter pipe installation
14
KLAMATH FALLS BACKGROUND
  • Many of the earlier wells were not cased to
    generated the vertical convection cell
  • As a results about 60 pumper and dumpers
    installed to maximize heat exchange to DHEs
  • Dumped water to storm sewer
  • Cause water levels to drop approximately one foot
    (30 cm) per year
  • A concern to well owners

15
Steam rising from storm sewer
16
KLAMATH FALLS BACKGROUND
  • City of Klamath Falls pass an ordinance in 1985
    which prohibited surface disposal of geothermal
    fluids by July of 1990.
  • A well owner either had to drill an injection
    well or use a DHE without pumping, if they wished
    to continue to use geothermal fluids for heating.
  • A number of well owners abandoned their well, and
    OIT had to drill two injection wells

17
OIT injection well drilling
18
EARTHQUAKE OF 1993
  • Two earthquakes of 5.9 and 6.0 magnitude occurred
    at depths of 7.5 miles (12 km) and 16 miles (25
    km) northwest of Klamath Falls in September,
    1993.
  • Structures were damaged and water levels rose in
    zone of compression and fell in zones of
    extension
  • Increases up to 3 ft (90 cm) and decreases up to
    7 ft (2.1 m) were recorded
  • The Medical Clinic geothermal well started an
    artesian flow of 30 gpm (2 L/s) 1.5 months before
    the earthquake and increased to 150 gpm (9.5 L/s)
    after.
  • Since this was a natural phenomena, the City
    allowed the Clinic to discharge the flow to the
    storm sewer.

19
High angle normal faults
Major earthquake epicenters
Klamath Falls
EARTHQUAKE MAP OF 1993
20
EARTHQUAKE
  • The artesian flow at the Clinic dropped below the
    casing top with time
  • A suction pump was then installed to bring up
    heat from the bottom of the well and the water
    discharged to the storm sewer.
  • Finally, the City in 2008, served notice to the
    Clinic that they would have to cease pumping and
    dumping to the sewer.

21
Artesian flow from well suction pump
22
MEDICAL CLINIC PROJECT
  • Pacific Plumbers of Klamath Falls was hired to
    solve the pump and dump problem.
  • Geo-Heat Center was consulted as to possible
    solutions, as only the bottom of the 12-inch
    (30-cm) diameter casing was perforated for the
    live flow thus, no convection cell produced
  • Ripping perforations at the casing top
  • Installing a smaller, perforated casing inside
  • Lengthening the DHE
  • Installing a promoter pipe

23
MEDICAL CLINIC DHE
  • Well has 12-inch (30-cm)
    a 10-inch (25 cm) casing
  • SWL at 8 feet (2.5 m)
  • Well drilled to 364-ft (111 m)
  • temperature 204oF (96oC)
  • artesian flow 280 gpm (18 L/s)
  • DHE of 2.5-inch (6.4-cm)
  • Decided to use a 4-inch (10-cm) diameter
    promoter pipe to save removing the DHE

24
MEDICAL CLINIC HEATING
  • They were having trouble heating the facility
    even with the pump and dump system running.
  • Especially true for cold morning and warm
    afternoons where the system had to adjust
    temperature down to 100oF (38oC) inside building
  • During the winter of 2007-2008 temperatures as
    low as 5oF (-15oC) with average low of 20oF
    (-7oC) and average highs of 40oF (4oC) and max.
    of 50oF (10oC)
  • Clinic area of 12,000 ft2 (1,115 m2) with a peak
    heating load of 240,000 Btu/hr (252,000 kJ/hr)
    (70 kW) domestic hot water heating

25
PROMOTER PIPE
  • March, 2008 installed 355 ft. (108 m) of 4-inch
    (10-cm) diameter promoter pipe.
  • One-inch (2.5-cm) diameter holes torch cut near
    top and bottom over a 3 to 5 ft. (1-1.5 m)
    length
  • Well water temperature measured inside the pipe
    before and after cutting the holes.
  • Pipe suspended off the bottom to avoid fines
    sloughing at the bottom and covering the holes.
    (10 foot 3 m) of open hole at bottom.

26
Installing the promoter pipe and temperature
logging the well
27
Installing promoter pipe and cutting holes
28
RESULTS
  • Temperature profile before showed 155oF (68oC) at
    the top of the well and increasing to 193oF
    (89oC) at the bottom, thus the DHE was only
    exposed to the cooler well water with no
    convection cell
  • With the promoter pipe installed the temperature
    was 170 to 180oF (77 to 82oC) over the entire
    well depth in March, 2008
  • Temperature inside the building was increase to
    around 170oF (77oC)
  • Outside low temperature around 28oF (-2oC) and
    highs around 50oF (10oC)

29
Before
After
Well temperature profiles
30
RESULTS II
  • A 2nd set of reading taken in August, 2008.
  • Artesian flow had increased, flooding the cellar
    around the well
  • Water level has come up about 7 feet (2 m)
  • Temperature profile increased from191 to 193oF
    (88 to 89oC)
  • 190oF (88oC) inside the building
  • The system is working too well!!!

31
August temperature profile
Temperature profile in August, 2008
32
CONCLUSIONS
  • Installing a promoter pipe solved the problem of
    pumping and dumping to the storm sewer
  • Increased the temperature of the well water
    throughout the water column
  • Increased the temperature of heat supplied to the
    building
  • Cost to the Medical Clinic 10,000
  • Annual savings in heating 7,000

33
Thank You
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