Heat Cold Storage (WKO) suitability 1st aquifer package

For a complete description of methodology see report ‘Future Perspective Soil Energy Zuid-Holland 2017’ by Tauw and CE-Delft on behalf of the Province of Zuid-Holland. Can be requested via www.zuid-holland.nl The map is based, among other things, on the soil structure from the REGIS and the heat/cold needs of the different functions (building types). Per function, assumptions were made in the research to come from an energy demand to a demand in m³ water/m²/yr. This question was translated into a minimum required thickness of the aquifer package based on the formulas of the research. The suitability and capacity of the substrate, in line with the WKO tool, is based on the thickness of the aquifer packages (D) and the permeability of this package (k), i.e. on the kD value (m²/day). The capacity is determined separately for the 1st aquifer package and for the combined 2nd and 3 rd aquifer package.方法论的完整说明请参阅由Tauw与CE-Delft代表南荷兰省（Province of Zuid-Holland）编制的《2017年南荷兰省土壤能源未来展望》报告，该报告可通过www.zuid-holland.nl申请获取。 本地图的编制依据涵盖REGIS土壤结构数据，以及不同功能（建筑类型）的热/冷负荷需求。针对各类功能场景，本研究设定了假设条件，将能源需求转换为以立方米水/平方米/年为单位的需水量。基于本研究的公式，将该需水需求转换为含水层组所需的最小厚度。 参照WKO工具，含水层基底的适宜性与产能基于含水层组厚度（D）与该层的渗透系数（k），即基于kD值（平方米/天）。产能分别针对第一含水层组，以及第二与第三含水层组的组合体进行单独测算。