Comparison and integration of simulation models for horizontal connection pipes in geothermal bore fields

Düber, Stephan; Fuentes, Raul; Narsilio, Guillermo A.

doi:10.1186/s40517-023-00252-8

Geothermal Energy

Science – Society – Technology

Table 8 Compilation of all calculation results for the simulation of six pairs of connection pipes

From: Comparison and integration of simulation models for horizontal connection pipes in geothermal bore fields

			1st year				2nd year				3rd year				4th year				5th year
	No pipe		T _c	T _h	Q _c	Q _h	T _c	T _h	Q _c	Q _h	T _c	T _h	Q _c	Q _h	T _c	T _h	Q _c	Q _h	T _c	T _h	Q _c	Q _h
	No pipe		20.5	14.3	7.7	0.7	20.8	14.6	7.7	0.7	20.9	14.8	7.7	0.7	21.0	14.9	7.7	0.7	21.0	14.9	7.7	0.7
2Dnum hetero	1Dnum	30 m	20.4	14.2	7.55	0.73	20.6	14.6	7.53	0.74	20.8	14.7	7.51	0.75	20.8	14.8	7.51	0.75	20.9	14.8	7.5	0.75
	1Dnum	60 m	20.3	14.2	7.43	0.76	20.6	14.5	7.39	0.78	20.7	14.6	7.37	0.79	20.7	14.7	7.36	0.8	20.8	14.7	7.35	0.8
	Steady	30 m	20.4	14.2	7.55	0.73	20.6	14.6	7.53	0.74	20.8	14.7	7.51	0.75	20.8	14.8	7.51	0.75	20.9	14.8	7.5	0.75
	Steady	60 m	20.3	14.2	7.43	0.76	20.6	14.5	7.39	0.78	20.7	14.6	7.37	0.79	20.7	14.7	7.36	0.8	20.8	14.7	7.35	0.8
	SteadyLin	30 m	20.4	14.2	7.55	0.73	20.6	14.6	7.53	0.74	20.8	14.7	7.51	0.75	20.8	14.8	7.51	0.75	20.9	14.8	7.5	0.75
	SteadyLin	60 m	20.3	14.2	7.43	0.76	20.6	14.5	7.39	0.78	20.7	14.6	7.37	0.79	20.7	14.7	7.36	0.8	20.8	14.7	7.35	0.8
2Dnum homo	1Dnum	30 m	20.4	14.2	7.54	0.74	20.6	14.5	7.52	0.76	20.8	14.7	7.5	0.76	20.8	14.7	7.5	0.77	20.9	14.8	7.49	0.77
	1Dnum	60 m	20.3	14.1	7.43	0.78	20.6	14.4	7.38	0.81	20.7	14.6	7.35	0.82	20.7	14.6	7.34	0.83	20.8	14.7	7.33	0.83
	Steady	30 m	20.4	14.2	7.54	0.74	20.6	14.5	7.52	0.76	20.8	14.7	7.5	0.76	20.8	14.7	7.5	0.77	20.9	14.8	7.49	0.77
	Steady	60 m	20.3	14.1	7.43	0.78	20.6	14.4	7.38	0.81	20.7	14.6	7.35	0.82	20.7	14.6	7.34	0.83	20.8	14.7	7.33	0.83
	SteadyLin	30 m	20.4	14.2	7.54	0.74	20.6	14.5	7.52	0.76	20.8	14.7	7.5	0.76	20.8	14.7	7.5	0.77	20.9	14.8	7.49	0.77
	SteadyLin	60 m	20.3	14.1	7.42	0.78	20.6	14.4	7.38	0.81	20.7	14.6	7.35	0.82	20.7	14.6	7.34	0.83	20.8	14.7	7.33	0.83
FLS	1Dnum	30 m	20.4	14.2	7.54	0.74	20.6	14.5	7.52	0.76	20.8	14.7	7.51	0.76	20.8	14.7	7.5	0.77	20.9	14.8	7.49	0.77
	1Dnum	60 m	20.3	14.1	7.43	0.79	20.6	14.4	7.38	0.81	20.7	14.6	7.36	0.82	20.7	14.6	7.34	0.83	20.8	14.7	7.33	0.84
	Steady	30 m	20.4	14.2	7.54	0.75	20.6	14.5	7.52	0.76	20.8	14.6	7.5	0.77	20.8	14.7	7.5	0.77	20.9	14.8	7.49	0.77
	Steady	60 m	20.3	14.1	7.43	0.79	20.6	14.4	7.38	0.81	20.7	14.5	7.36	0.83	20.7	14.6	7.34	0.83	20.8	14.7	7.33	0.84
	SteadyLin	30 m	20.4	14.2	7.54	0.75	20.6	14.5	7.52	0.76	20.8	14.6	7.5	0.77	20.8	14.7	7.5	0.77	20.9	14.8	7.49	0.77
	SteadyLin	60 m	20.3	14.1	7.43	0.79	20.6	14.4	7.38	0.81	20.7	14.5	7.36	0.83	20.7	14.6	7.34	0.83	20.8	14.7	7.33	0.84
\(R_{soil}\)	1Dnum	30 m	20.0	13.3	7.12	1.46	20.1	13.4	6.96	1.59	20.1	13.4	6.89	1.63	20.1	13.4	6.85	1.66	20.1	13.5	6.82	1.68
	1Dnum	60 m	19.9	13.0	7.0	1.7	19.9	13.1	6.82	1.85	20.0	13.1	6.74	1.9	20.0	13.1	6.69	1.93	20.0	13.1	6.66	1.95
	Steady	30 m	20.0	13.7	7.11	1.17	20.1	13.4	6.95	1.59	20.1	13.4	6.89	1.63	20.1	13.4	6.85	1.66	20.1	13.5	6.82	1.68
	Steady	60 m	19.9	13.0	7.0	1.7	19.9	13.1	6.81	1.85	20.0	13.1	6.74	1.9	20.0	13.1	6.69	1.93	20.0	13.1	6.66	1.95
	SteadyLin	30 m	20.0	13.3	7.12	1.46	20.1	13.4	6.96	1.59	20.1	13.4	6.89	1.63	20.1	13.4	6.85	1.66	20.1	13.5	6.82	1.68
	SteadyLin	60 m	19.9	13.0	7.0	1.7	19.9	13.1	6.81	1.85	20.0	13.1	6.74	1.9	20.0	13.1	6.69	1.93	20.0	13.1	6.66	1.95

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