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GTS Bulletin: SAEU63 EDZW - Surface data (details are described in the abstract)

The SAEU63 TTAAii Data Designators decode as: T1 (S): Surface data T1T2 (SA): Aviation routine reports A1A2 (EU): Europe (The bulletin collects reports from stations: EDDS;STUTTGART ;EDDM;MUNICH INT ;EDDN;NUERNBERG;LOWS;SALZBURG ;EDMA;AUGSBURG ;) (Remarks from Volume-C: COMPILATION FOR REGIONAL EXCHANGE)

Kleine Spree (Burghammer bis Spreewitz)

Sanierung der Bergbaufolgelandschaft im Freistaat Sachsen. Lausitzer Seenland: Ausbau der Kleinen Spree von Burghammer bis Spreewitz Planfeststellungsbeschluss „Ausbau Kleine Spree von Burghammer bis Spreewitz" vom 21.03.2018 Das Teilvorhaben „Ausbau Kleine Spree von Burghammer bis Spreewitz“ ist Bestandteil des Gesamtvorhabens „WSS Lohsa II“. Maßnahmen: - Ausbau der Kleinen Spree auf einer Länge von 5.405 m für eine maximale Kapazität von 7,0 m³/s, - Beseitigung vorhandener Deiche, - Abriss bzw. Ertüchtigung von Brücken und Wehranlagen an der Kleinen Spree, - Waldumwandlungen sowie - Vermeidungs-, Verminderungs-, Schutz-, Ausgleichs- und Ersatzmaßnahmen gemäß LBP und AFB.

Gender Pay Gap in Sachsen

Die Daten stellen den unbereinigten Gender Pay Gap, also die Lohnlücke zwischen vollzeitbeschäftigten Frauen und Männern (ohne Auszubildende) im Alter von 18 bis unter 65 Jahren, dar. Da Frauen andere Berufe wählen als Männer, in unterschiedlichen Branchen arbeiten oder in gleichen Unternehmen unterschiedliche Positionen haben, gibt der unbereinigte Gender Pay Gap ein unvollständiges Bild wider. Um eine mögliche Benachteiligung von Frauen bei der Entlohnung beziffern zu können, erfolgt daher die Berechnung des sogenannten bereinigten Gender Pay Gap. Das bedeutet, dass der Entgeltunterschied von Frauen und Männern mit gleichen Eigenschaften bestimmt wird. Die Berechnungen wurden vom Institut für Arbeitsmarkt- und Berufsforschung (IAB) Sachsen durchgeführt.

Wasserspeichersystem Lohsa II

Sanierung der Bergbaufolgelandschaft im Freistaat Sachsen. Lausitzer Seenland: Wasserspeichersystem Lohsa II / ehem. Tagebaurestgewässer Lohsa II, Burghammer und Dreiweibern Planfeststellungsbeschluss Teil 1 „Wasserspeichersystem Lohsa II" vom 23.12.2010 Das WSS Lohsa II besteht aus: - dem SB Dreiweibern, - dem Zuleiter aus der Kleinen Spree zum SB Dreiweibern, - der Biotopanbindung von der Kleinen Spree zum SB Dreiweibern - dem Überleiter vom SB Dreiweibern zum SB Lohsa II, - dem Verbindungsgraben ehemaliges Ascherestloch zum SB Lohsa II, - Einmündung der Vorflut Lohsa-Lippen in den Verbindungsgraben - dem Zuleiter aus der Spree zum SB Lohsa II, - dem SB Lohsa II, - dem Überleiter vom SB Lohsa II zum SB Burghammer (Tunnel), - dem Zuleiter aus der Kleinen Spree zum SB Burghammer, - dem SB Burghammer, - dem Ableiter aus dem SB Burghammer in die Kleine Spree. sowie jeweils den Absperrbauwerken, den Betriebseinrichtungen einschließlich der Gebäude, den Uferbereichen der drei SB, den Unterhaltungswegen und betriebsnotwendigen Flächen.

Westrandgraben (Hoyerswerda)

Sanierung der Bergbaufolgelandschaft im Freistaat Sachsen. Lausitzer Seenland: Westrandgraben (Hoyerswerda) Planfeststellungsbeschluss Herstellung des Westrandgrabens als Teilmaßnahme des Gesamtvorhabens "Entwässerungssystem zum Schutz der Stadt Hoyerswerda und des Umlandes gegen ansteigendes Grundwasser" vom 19.05.2000 Nach Einstellung der Grundwasserhebung in den die Stadt Hoyerswerda umgebenden Tagebauen, insbesondere Scheibe, Spreetal, Lohsa II und Burghammer, steigt der zuvor jahrzehntelang abgesenkte Grundwasserspiegel auch im Stadtgebiet Hoyerswerda wieder an. Mit der Umsetzung der Maßnahme als Schutz für die Stadt Hoyerswerda und des Umlandes soll ansteigendes Grundwasser über den Westrandgraben abgeleitet werden.

Bebauungsplaene Illingen/Wustweiler - Am Nahsenbuesch im hintersten Lohs Hinter Kraemersborner Wies

Bebauungspläne und Umringe der Gemeinde Illingen (Saarland), Ortsteil Wustweiler:Bebauungsplan "Am Nahsenbuesch im hintersten Lohs Hinter Kraemersborner Wies" der Gemeinde Illingen, Ortsteil Wustweiler

Bebauungsplaene Eppelborn/Dirmingen - Im_Loos

Bebauungspläne und Umringe der Gemeinde Eppelborn Ortsteil Dirmingen (Saarland):Bebauungsplan "Im_Loos" der Gemeinde Eppelborn, Ortsteil Dirmingen

Spatial representation of direct loss estimates on the residential building stock of Lima (Peru) from decoupled earthquake and tsunami scenarios on variable resolutions exposure models

This data repository contains the spatial distribution of the direct financial loss computed expected for the residential building stock of Metropolitan Lima (Peru) after the occurrence of six decoupled earthquake and tsunami risk scenarios (Gomez-Zapata et al., 2021a; Harig and Rakowsky, 2021). These risk scenarios were independently calculated making use of the DEUS (Damage Exposure Update Service) available in https://github.com/gfzriesgos/deus. The reader can find documentation about this programme in (Brinckmann et al, 2021) where the input files required by DEUS and outputs are comprehensively described. Besides the spatially distributed hazard intensity measures (IM), other inputs required by DEUS to computed the decoupled risk loss estimates comprise: spatially aggregated building exposure models classified in every hazard-dependent scheme. Each class must be accompanied by their respective fragility functions, and financial consequence model (with loss ratios per involved damage state). The collection of inputs is presented in Gomez-Zapata et al. (2021b). The risk estimates are computed for each spatial aggregation areas of the exposure model. For such a purpose, the initial damage state of the buildings is upgraded from undamaged (D0) to any progressive damage state permissible by the fragility functions. The resultant outputs are spatially explicit .JSON files that use the same spatial aggregation boundaries of the initial building exposure models. An aggregated direct financial loss estimate is reported for each cell after every hazard scenario. It is reported one seismic risk loss distribution outcome for each of the 2000 seismic ground motion fields (GMF) per earthquake magnitude (Gomez-Zapata et al., 2021a). Therefore, 1000 seismic risk estimates from uncorrelated GMF are stored in “Clip_Mwi_uncorrelated” and 1000 seismic risk estimates from spatially cross-correlated GMF (using the model proposed by Markhvida et al. (2018)) are stored in “Clip_ Mwi_correlated”. It is worth noting that the prefix “clip” of these folders refers to the fact that, all of the seismic risk estimates were clipped with respect to the geocells were direct tsunami risk losses were obtained. This spatial compatibility in the losses obtained for similar areas and Mw allowed the construction of the boxplots that are presented in Figure 16 in Gomez-Zapata et al., (2021). The reader should note that folder “All_exposure_models_Clip_8.8_uncorrelated_and_correlated” also contains another folder entitled “SARA_entire_Lima_Mw8.8” where the two realisations (with and without correlation model) selected to produce Figure 10 in Gomez-Zapata et al., (2021) are stored. Moreover, the data to produce Figure 9 (boxplots comparing the variability in the seismic risk loss estimates for this specific Mw 8.8, are presented in the following .CSV file: “Lima_Mw_8.8_direct_finantial_loss_distributions_all_spatial_aggregations_Corr_and_NoCorr.csv”. Naturally, 1000 values emulating the 1000 realisations are the values that compose the variability expressed in that figure. Since that is a preliminary study (preprint version), the reader is invited to track the latest version of the actually published (if so) journal paper and check the actual the definitive numeration of the aforementioned figures.

KTB Borehole Measurements of the German Continental Deep Drilling Program

KTB Borehole Measurements Data - Data collection This data collection compiles the KTB Borehole Measurements Data of the German Continental Deep Drilling Program operated by the GFZ - German Research Centre for Geosciences. Extensive borehole measurements were performed during the active drilling phase of the KTB pilot and main hole. All KTB borehole measurements are described in detail in the Scientific Technical Report - Data 21/03 "KTB Borehole Logging Data" (Kück et al. 2021). The terms borehole measurements, downhole logging, and logging are used synonymously here. The KTB logging data files contain the final processed versions of the geoscientific borehole logging data from logs in the two KTB boreholes: • KTB-Oberpfalz VB (KTB Vorbohrung/Pilot Hole or KTB-VB) • KTB-Oberpfalz HB (KTB Hauptbohrung/Main Hole or KTB-HB). Here only the acronyms KTB-VB and KTB-HB are used. In total there are 145 logging data files from the KTB-VB and 239 logging data files from the KTB-HB. The data compilation comprises the following measurements: • Borehole geometry and orientation logs • Composite logs (compilation of standard logs of resistivity, gamma spectrum, density, neutron porosity, sonic) • Geochemical logs • Gravimetry logs • Magnetic susceptibility and field logs • Spontaneous potential and induced polarization (SP and IP) logs • Structures from borehole images, foliation, fracs, faults, joints • Temperature logs The maximum logging depth was 4001 m in the KTB-VB and 9085 m in the KTB-HB. There is no sonic waveform data available. There is no electrical or acoustic borehole wall image data available. However, the spatial orientation of planar structures (foliation, faults, fractures, joints) gained by manual sinus structure picking from these electrical images are included.

KTB Borehole Measurements: Gravimetry inside the borehole of the German Continental Deep Drilling Program

KTB Borehole Measurements Data Gravimetry inside the borehole Extensive borehole measurements were performed during the active drilling phase of the KTB pilot and main hole. The data report STR 21/03 KTB Borehole logging data contains the full description of the logging data given here. Please read it thoroughly to avoid inappropriate or wrong use of the data. The KTB borehole measurement data files contain the final processed versions of logging data from the two KTB boreholes: • KTB-Oberpfalz VB (KTB Vorbohrung/Pilot Hole or KTB-VB) • KTB-Oberpfalz HB (KTB Hauptbohrung/Main Hole or KTB-HB). Here only the acronyms KTB-VB and KTB-HB are used. In total there are 145 data files from the KTB-VB and 239 data files from the KTB-HB. All logs were run in open hole unless noted otherwise (see the file header). The maximum logging depth was 4001 m in the KTB-VB and 9085 m in the KTB-HB. The files of the Gravimetry measurements contain data from measurements made with a Lacoste-Romberg gravity meter sonde from the company EDCON, USA. The gravimetry logs are not depth corrected to the reference GR because the sonde had no GR sensor. The data are provided in ASCII format. Detailed descriptions are provided in the associated data report (STR 21/03, Kueck et al., 2021) and the KTB Borehole Measurements Catalog. Acknkowledgements: The GFZ German Research Centre for Geosciences, Potsdam, Germany, as successor of the KTB Project Management provides the logging data, which were obtained under grants RG8604, RG8803 and RG 9001 of the Federal Ministry of Research and Technology of Germany.

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