Potential use of UTES in Babylon Governorate, Iraq

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Fältnamn	Indikatorer	Metadata
000		03913naa a2200481 4500
001		oai:DiVA.org:ltu-76206
003		SwePub
008		191002s2020 \| \|\|\|\|\|\|\|\|\|\|\|000 \|\|eng\|
024	7	a https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-762062 URI
024	7	a https://doi.org/10.1016/j.gsd.2019.1002832 DOI
040		a (SwePub)ltu
041		a engb eng
042		9 SwePub
072	7	a ref2 swepub-contenttype
072	7	a art2 swepub-publicationtype
100	1	a Al-Madhlom, Qaisu Luleå tekniska universitet,Geoteknologi4 aut0 (Swepub:ltu)qaialm
245	1 0	a Potential use of UTES in Babylon Governorate, Iraq
264	1	b Elsevier,c 2020
338		a print2 rdacarrier
500		a Godkänd;2020;Nivå 0;2020-04-22 (johcin)
520		a There is a global attention that the future energy systems will be based on renewable energy like solar and wind. The large-scale utilization of renewables in space heating and cooling requires large Thermal Energy Storage TES to overcome the varying supply and demand. The process of producing the best Underground Thermal Energy Storage UTES system pass through two steps: first, finding the best type of UTES system, second, finding the best locations to install UTES system. Both of these two steps depend extremely on the site specific parameters such that the depth to the groundwater, transmissivity, type of soil, the depth to the bedrock, and seepage velocity. The purpose of this paper is to explain some of the site specific parameters that the type of UTES-system depends on and explain the suitable type of UTES systems. This study considers Babylon province (Iraq) as study area. This province has electricity deficiency due to Heating Ventilating and Air Conditioning HVAC applications. The methodology of this study includes reviewing the literature that consider the study area, and using Arc Map/GIS to visualize some of the in-site parameters. The results indicate that the best type of UTES system for the considered region is either aquifer or pit type, due to the type of the soil and the depth to the crystalline bedrock. The hydraulic conductivity and the seepage velocity in the considered region are (0.0023–2.5) m/d and (1.3 × 10−6 – 3.45 × 10−3) m/d respectively. These conditions satisfy the standards which regard aquifer type.
650	7	a TEKNIK OCH TEKNOLOGIERx Samhällsbyggnadsteknikx Geoteknik0 (SwePub)201062 hsv//swe
650	7	a ENGINEERING AND TECHNOLOGYx Civil Engineeringx Geotechnical Engineering0 (SwePub)201062 hsv//eng
650	7	a TEKNIK OCH TEKNOLOGIERx Samhällsbyggnadsteknikx Vattenteknik0 (SwePub)201072 hsv//swe
650	7	a ENGINEERING AND TECHNOLOGYx Civil Engineeringx Water Engineering0 (SwePub)201072 hsv//eng
653		a Renewable energy
653		a Groundwater
653		a Aquifer thermal energy storage
653		a Pit thermal energy storage
653		a Soil Mechanics
653		a Geoteknik
653		a VA-teknik
653		a Urban Water Engineering
700	1	a Nordell, Bou Luleå tekniska universitet,Arkitektur och vatten4 aut0 (Swepub:ltu)bon
700	1	a Chabuk, Aliu Luleå tekniska universitet,Geoteknologi,University of Babylon, Babylon, Hilla, Iraq4 aut0 (Swepub:ltu)alicha
700	1	a Al-Ansari, Nadhir,d 1947-u Luleå tekniska universitet,Geoteknologi4 aut0 (Swepub:ltu)nadhir
700	1	a Lindblom, Jennyu Luleå tekniska universitet,Geoteknologi4 aut0 (Swepub:ltu)jeli
700	1	a Laue, Janu Luleå tekniska universitet,Geoteknologi4 aut0 (Swepub:ltu)janlau
700	1	a Hussain, Hussain M.u University of Kufa, Kufa, Najaf, Iraq4 aut
710	2	a Luleå tekniska universitetb Geoteknologi4 org
773	0	t Groundwater for Sustainable Developmentd : Elsevierg 10q 10x 2352-801X
856	4 8	u https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-76206
856	4 8	u https://doi.org/10.1016/j.gsd.2019.100283

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By the author/editor: Al-Madhlom, Qais; Nordell, Bo; Chabuk, Ali; Al-Ansari, Nadhi ...; Lindblom, Jenny; Laue, Jan; show more...; Hussain, Hussain ...; show less...

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ENGINEERING AND TECHNOLOGY: ENGINEERING AND ...; and Civil Engineerin ...; and Geotechnical Eng ...

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