Shallow and deep geothermal resources assessment ...

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I. Kanzari ([email protected]), J. Raymond (jasmin.raymond@inrs.ca), C. Dezayes ([email protected]) ... Gravel pad anti-permafrost. >1000 Ohm.m. 0.
Shallow and deep geothermal resources assessment in northern communities of Québec: preliminary results from Kuujjuaq M. M. Miranda ([email protected]), N. Giordano ([email protected]), I. Kanzari ([email protected]), J. Raymond ([email protected]), C. Dezayes ([email protected])

Objectives

Renewable and affordable energy production is a key aspect for the development of Canadian northern communities. In these remote areas, heat and electricity are mostly obtained by burning fossil fuels incurring high economical and environmental costs. Implementing geothermal technologies would diversify their energy sources while decreasing CO2 emission. The project’s objectives are to determine the potential and viability of exploiting geothermal resources in the North of Québec, namely in the community of Kuujjuaq, by means of three main geothermal energy systems: 1) Underground Thermal Energy Storage, 2) Shallow Ground-Source Heat Pumps, 3) Deep Geothermal Systems – Enhanced Geothermal Systems (EGS) and deep borehole heat exchangers.

Rock and soil samples

λ water-saturated (W m-1 K-1)

In-situ thermal conductivity map of soil samples

ERT (Electrical Resistivity Tomography)

Comparison of thermal conductivities (λ) measured under in-situ and water-saturated conditions 2.5

1.5 1.0 0.5

Scale

0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 λ in-situ (W m-1 K-1)

A: alluvial deposits M: marine deposits R: Rocks T: till

Legend Glacial

Outcrops

Organic

Marine

Alluvial

2

Methodology ERT surveys were carried out in 4 different sites selected by Kativik Regional Governement (KRG) as the most compelling to aim at reducing fossil fuel dependency: these are drinking water facilities (2, 3) and greenhouses (4) for local fruit and vegetable growing. Wenner-Schlumberger and Dipole-Dipole configurations were adopted with 2-3 m spacing depending on the local setting.

2.0

0.0

Map of the quaternary sediments

Aims - Identification of bedrock depth - Definition of permafrost state

1. Calibration site 3

4

N paragneiss tonalite

Calibration site

granite

gabbro and diorite

W18

a-priori info

W19

sands/silts

GW flow 2

8 diorite

12 24 bedrock

Temperature logs Well 18

20 30 40 50 60

-1

0

0

1

T (°C) 2

10 20

0

0

Inferred geological section T (°C) 2

1

5 10 15

30

20

40

Greenhouses

25

50

30

70

60

80

70

40

90

80

45

100

90

50

35

N

Depth (m)

FAU-16-004 0 20 40 60 80 100

0

2

FAU-16-010

T (°C) 4 Depth (m)

10

1

Well 16

Depth (m)

0

0

T (°C) 2 Depth (m)

Depth (m)

Well 19

0

2

GH

20 40 60

Gravel pad anti-permafrost >1000 Ohm.m

Marine saturated sediments 100-700 Ohm.m

80

120

100

140

120

Fracture analysis in scanlines

0

T (°C) 4

Inferred geological section

Further work • Thermal and hydraulic properties analysis of rock samples – surface and drilled core; • Heat flow and temperature gradient estimations; • Fracture network characterization; • Borehole heat exchangers efficiency in permafrost; • Economic viability of geothermal energy systems