cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.48370/ofd/nmzi72
title: Myodes glareolus - 10384, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1955-07-09, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/ceed2x
title: Myodes glareolus - 147587, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1983-07-28, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/umaw7s
title: Myodes glareolus - 168309, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 2002-07-03, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/dtztiy
title: Myodes glareolus - 133489, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1979-09-21, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/lxt95b
title: Myodes glareolus - 34051, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1963-11-05, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/a71axj
title: Myodes glareolus - 76307, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1968-08-01, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/mpfssm
title: Myodes glareolus - 9687, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1955-07-01, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/mlfhwt
title: Myodes glareolus - 90653, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1970-05-12, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/em8by3
title: Myodes glareolus - 163952, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1995-09-17, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/3fxt8r
title: Myodes glareolus - 157105, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1988-06-28, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/jixorm
title: Myodes glareolus - 11155, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1955-07-20, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/srpohy
title: Myodes glareolus - 35240, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1964-04-26, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/vlcjyx
title: Myodes glareolus - 14827, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1955-09-25, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/oseq1j
title: Myodes glareolus - 146171, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1983-04-28, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/urthqu
title: Myodes glareolus - 164554, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1996-09-21, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/ivepln
title: Myodes glareolus - 21706, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1959-05-05, in: Białowieża National Park, Poland. Material type:
DOI: 10.48370/ofd/36imgs
title: Myodes glareolus - 75941, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1968-07-06, in: Białowieża National Park, Poland. Material type:
DOI: 10.34808/3e80-6s33
title: Video traffic data - Interchange Piotrkow Trybunalski East (S8-12), weaving, Poland

description: The data includes video traffic data registered with 2 video cameras at weaving area (weaving section type A) of the Piotrkow Trybunalski East interchange within S8 expressway  in Poland (interchange of expressway  S8 and national road 12), located in the Piotrkow Trybunalski area. The data covers the one day: 21.06.2017. (expressway  S8).
The video cameras installed on the roads S8  (2 cameras) registered vehicles along the entire length of the weaving section. Cameras were mounted on 5-7 meter high masts
Collected data include:
Expressway S8 exit lane, direction EW: 7:00 – 19:00, location: main road, min 939 veh/h, max 1188 veh/h, PHV: 32.1 - 40.1% (point no.1701).
This study is part of MOP-DZ research project: RID2B - Modern methods of calculating the road capacity and assessment of traffic conditions of roads outside municipal agglomerations, including expressway roads, financed by the National Centre for Research and Development (Poland) and the General Directorate for National Roads and Motorways
DOI: 10.34808/n3sr-0t76
title: EH36 steel  for shipbuilding (plate thicnkness 50 mm) - CMOD - force record, a0/W = 0.5

description: The basic method of ductility designation of structural steels is the Charpy impact test. The test consists of a single strike of the specimen using a Charpy pendulum. Its result is the value of work necessary to break a specimen at a test temperature. Despite its many advantages, such as its short implementation time and low costs, it has its disadvantages, in particular:
• strong influence of notch geometry on the test result, which means that impact strength cannot be considered as an unambiguous material property,
• milled notches are not repeatable because the cutter wears,
• regardless of the thickness of the material being tested, samples of the same size are used.
Due to these disadvantages, for very responsible ship and ocean engineering constructions, such as: continuous longitudinal coamings of the largest container ships, or supporting components of drilling platforms, tests are carried out basing on fracture mechanics. For shipbuilding industry, CTOD (Crack Tip Opening Displacement) is, the most often, desired value. The test CTOD is performed by slowly bending the specimen with record of the slit opening. Before performing the test, it is necessary to know the material properties (from a tensile test). The final stage of the test is the measurement of the initial fatigue fracture geometry.
The dataset contains the CMOD (Crack Mouth Opening Displacement) - Force for a Bx2B (B= 50 mm) bend specimen, a0 / W = 0.50 from EH36 steel from shipbuilding. The test was carried out at room temperature. Test was performed in accordace to ISO 12135.
DOI: 10.48370/ofd/dsrp58
title: Myodes glareolus - 159887, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1990-07-22, in: Białowieża National Park, Poland. Material type:
DOI: 10.34808/y12d-ph76
title: EH36 steel for shipbuilding (plate thicnkness 50mm) - CMOD - force record, a0/W = 0.6

description: The basic method of ductility designation of structural steels is the Charpy impact test. The test consists of a single strike of the specimen using a Charpy pendulum. Its result is the value of work necessary to break a specimen at a test temperature. Despite its many advantages, such as its short implementation time and low costs, it has its disadvantages, in particular:
• strong influence of notch geometry on the test result, which means that impact strength cannot be considered as an unambiguous material property,
• milled notches are not repeatable because the cutter wears,
• regardless of the thickness of the material being tested, samples of the same size are used.
Due to these disadvantages, for very responsible ship and ocean engineering constructions, such as: continuous longitudinal coamings of the largest container ships, or supporting components of drilling platforms, tests are carried out basing on fracture mechanics. For shipbuilding industry, CTOD (Crack Tip Opening Displacement) is, the most often, desired value. The test CTOD is performed by slowly bending the specimen with record of the slit opening. Before performing the test, it is necessary to know the material properties (from a tensile test). The final stage of the test is the measurement of the initial fatigue fracture geometry.
The dataset contains the CMOD (Crack Mouth Opening Displacement)  - Force for a Bx2B bend specimen (B= 50mm), a0 / W = 0.60 from EH36 steel from shipbuilding. The test was carried out at room temperature. Test was performed in accordance to ISO 12135 standard.
DOI: 10.48370/ofd/cwfrkr
title: Myodes glareolus - 8265, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1955-05-27, in: Białowieża National Park, Poland. Material type:
DOI: 10.34808/6crq-hx37
title: EH36 steel  for shipbuilding (plate thicnkness 30 mm) - CMOD - force record, a0/W = 0.5

description: The basic method of ductility designation of structural steels is the Charpy impact test. The test consists of a single strike of the specimen using a Charpy pendulum. Its result is the value of work necessary to break a specimen at a test temperature. Despite its many advantages, such as its short implementation time and low costs, it has its disadvantages, in particular:
• strong influence of notch geometry on the test result, which means that impact strength cannot be considered as an unambiguous material property,
• milled notches are not repeatable because the cutter wears,
• regardless of the thickness of the material being tested, samples of the same size are used.
Due to these disadvantages, for very responsible ship and ocean engineering constructions, such as: continuous longitudinal coamings of the largest container ships, or supporting components of drilling platforms, tests are carried out basing on fracture mechanics. For shipbuilding industry, CTOD (Crack Tip Opening Displacement) is, the most often, desired value. The test CTOD is performed by slowly bending the specimen with record of the slit opening. Before performing the test, it is necessary to know the material properties (from a tensile test). The final stage of the test is the measurement of the initial fatigue fracture geometry.
The dataset contains the CMOD (Crack Mouth Opening Displacement) - Force for a Bx2B (B = 30 mm) bend specimen, a0 / W = 0.50 from EH36 steel from shipbuilding. The test was carried out at room temperature.
DOI: 10.48370/ofd/efccly
title: Myodes glareolus - 26310, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1961-10-18, in: Białowieża National Park, Poland. Material type:
DOI: 10.34808/bd9m-a775
title: Solar radiation (PAR, UV-B and UV-A) reaching the sea surface - Gdańsk Deep (2001-2005)

description: Solar radiation reaching the sea surface was measured in spring (2001, 2003, 2005) and autumn (2002, 2004). For measurements of the photosynthetic active radiation - PAR (400-700 nm), the Ejkelkamp SKP 210 / I 0896 13595 sensor was used, the UV-B radiation (280-315 nm) was measured with the Ejkelkamp SKU 430 0497 14854 sensor, while UV-A (315- 380 nm) Skye sensor SKU 420 0702 24484.
At the turn of May and June 2001 and in May 2003, the highest PAR radiation and relatively high UVB and UVA radiation were measured (fig).
During the 5 series of measurements, the insolation time lasted from about 10 hours in autumn (2002, 2004) to 16 hours in spring (2001). In spring, during the sunniest days around noon, radiation the PAR reached 1500 µmol m-2 s-1. Radiation in the UVB band in May 2001 and 2003 reached 1.05 and 0.95 W m-2. The radiation results in all bands were then characterized by very high dispersion. The most stable radiation values were recorded at the end of April 2005. During these measurements, the highest radiation in the UVB and UVA range was recorded. Every day in the afternoon, the UVB intensity exceeds 1.00 W m-2, while the UVA exceeds 18.00 W m-2. In the autumn, very low radiation values occurred with a minimum at the turn of September and October 2002, when the radiation stream in the PAR did not exceed 900 µmol m-2 s-1, and UVB and UVA intensity were less than 0.50 and 12.70 W m-2 respectively.
DOI: 10.34808/jkh0-dh65
title: Twenty years' (1996-2016) tropospheric parameters for selected EPN stations derived from GPS double-difference processing

description: Propagation of global navigation satellite systems (GNSS) signals through the Earth’s atmosphere is affected by its physical properties. Both hydrostatic and wet part of the atmosphere (mostly related with troposphere) causes delays of GNSS signal, which usually are expressed in the zenith direction (zenith hydrostatic delay - ZHD, and zenith wet delay - ZWD). The combination of these delays is called zenith tropospheric delay (ZTD). Time-space variations of ZTD reflects spatiotemporal changes of troposphere properties, such as air humidity, which plays key role in weather forming. The ZTD can be also converted to other important parameter such as precipitable water vapor.This dataset contains hourly ZTDs time series estimated based on 30-second GPS observations derived from 20 EPN (EUREF Permanent Network) stations, that have been operating constantly for 20 years (1996-2016). The calculation was performed using Bernese GNSS Software 5.2 in the double-difference mode. The 5° elevation mask was adopted to cut-off low elevation satellites. The first-order ionospheric delays were eliminated using iono-free linear combination, while second-order and third-order effects were modelled. The IGS08 type mean antenna was adopted. The dataset contains two subsets which differ in tropospheric delays estimation. The first dataset (BSW_DD_VMF) contains ZTD estimated using Vienna Mapping Function1 (VMF1), while the second one (BSW_DD_GMF) was estimated using Global Mapping Function (GMF).
DOI: 10.34808/6myg-3745
title: Video traffic data - Interchange Balice II (A4-744), Poland

description: 

The data includes video traffic data registered with 12 video cameras at entry and exit lanes of the Balice II interchange within A4 motorway in Poland (interchange of motorway A4 and regional road 744), located in the Krakow Agglomeration. The data covers the two days: 29.08.2017 and 30.08.2017 (motorway A4).
The motorway A4 in Poland is a 672 km long, a road from the Polish-German border in Zgorzelec-Görlitz (connecting to A4 autobahn), through Legnica, Wroclaw, Katowice, Krakow, Rzeszow to Polish-Ukraine border in  Korczowa-Krakovets (connecting to M10). The motorway is a part of the European route E40 (source: en.wikipedia.com).
The video cameras installed on the roads A4 2-3 cameras registered vehicles along the entire length of the section. Cameras were mounted on 5-7 meter high masts.
Collected data include:
Motorway A4 entry lane, direction EN: 7:00 – 19:00 location: main road, min 1773 veh/h, max 2903 veh /h, PHV: 11.4 - 17.6% (point no. 701).
Motorway A4 entry lane, direction WS: 7:00 - 19:00 location: main road, min 2198 veh/h, max 3040 veh /h, PHV: 7.9 - 20.7v (point no. 702).
Motorway A4 exit lane, direction SE: 7:00 - 19:00 location: main road, min 1777 veh/h, max 3077 veh/h, PHV: 9.9 - 16.9% (point no. 703).
Motorway A4 exit lane, direction WS: 7:00 – 19:00, location: main road, min 2066 veh/h, max 2815 veh/h, PHV: 9.0 - 20.3% (point no. 704).
This study is part of MOP-DZ research project: RID2B - Modern methods of calculating the road capacity and assessment of traffic conditions of roads outside municipal agglomerations, including expressway roads, financed by the National Centre for Research and Development (Poland) and the General Directorate for National Roads and Motorways
DOI: 10.48370/ofd/yh06ju
title: Myodes glareolus - 40082, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1964-09-03, in: Białowieża National Park, Poland. Material type:
DOI: 10.34808/r23w-v127
title: CTD Gdańsk Deep_2001_2005

description: Dataset includes measurements of conductivity (mS cm-1), temperature (°C), sound speed (m s-1) and salinity (PSU) made with the probe Falmouth Scientific Inc. The research was carried out in 2001 (at the turn of May and June), 2003 (beginning of May), 2005 (end of April) and in 2002 and 2004 (at the turn of September and October). In 2002, only temperature and salinity measurements of surface water were carried out (2-hour cycles). In the remaining periods, the measurements concerned a full set of parameters conducted in a vertical profile with high resolution (2- and 4-hour cycles).
The highest surface water temperatures were recorded in autumn (15.0 oC in 2002 and 15.2 oC in 2004, average). In the autumn of 2004, stable thermal stratification occurred. At a depth of 40-50 m formed thermocline with a very large temperature gradient (1,2 oC m-1, average). Above the thermocline was a layer of mixed warm waters ( 15,0 – 15,2 oC temperature range), and below the isothermal layer of minimum temperatures (4 oC, average). Less stable thermal conditions were recorded in the spring of 2001. Primary thermocline was present at a depth of 18-45 m and only the first and last day of the study clearly separated the warmer (9,6 oC and 10.8 oC) mixed surface waters from the colder, isothermal intermediate waters. Temperature gradients in the thermocline ranged from 0,08 oC m-1 to 0,36 oC m-1. The temperature increase during the day made at a depth of 4-9 m secondary thermocline (0,28 oC m-1, max. gradient). However, it was not permanent and subjected to easy erosion by wind mixing. In May 2003 and April 2005 no occurrence of formed thermocline was recorded. The vertical profile marked by a gradual decrease in temperature from the surface layer to the upper limit of the isothermal layer minimum temperatures. The lowest temperatures in the isothermal layer of minimum temperatures were recorded in April 2005 (1.8 oC) and in May 2003 (2.2 oC). In spring 2001 and autumn 2004, the lowest temperatures in this layer were 3.7 and 3.0oC, respectively.
The salinity of surface waters of the Gdańsk Deep ranged from 6.9 to 7.3 PSU. The pycnocline associated with a sharp increase in salinity enveloped usually below a depth of 70 m. In May 2003, the inflow of bottom waters with greater salinity (up to 13.2 PSU) caused the deep layer uplift and the halocline to be raised, the upper limit of which reached 60 m. The most intensive increase in salinity in the halocline was recorded in April 2005. Then the average salinity gradient was 0.25 PSU m-1. The lowest values of salinity gradients were recorded at the turn of May and June 2001. Salinity of bottom waters was in the range from 10.5 to 13.2 PSU.
DOI: 10.34808/kcf4-cg25
title: Video traffic data - Interchange Karczemki (S6-501)

description: The data includes video traffic data registered with 5 video cameras at weaving area (weaving section type A) of the Karczemki interchange within S6 expressway  in Poland (interchange of expressway  S6 and regional road 501), located in the Tri-City Agglomeration . The data covers the one  day: 10.10.2017 (expressway  S6).
Tricity Bypass Road (expressway S6) is the eastern end segment of the Polish National Road No. 6 which runs along the Baltic coast between the cities of Szczecin and the Tricity Metropolitan Area, comprising the cities of Gdansk, Sopot and Gdynia. The expressway runs North-South along the edge of the metropolitan area and constitutes a key element of the transportation system in the area.
The video cameras installed on the roads S6 (2-3 cameras) registered vehicles along the entire length of the weaving section. Cameras were mounted on 5-7 meter high masts
Collected data include:
Expressway S6 weaving, direction SN: 7:00 – 18:00, location: service road, min 745 veh/h, max 1019 veh /h, PHV: 7.9 - 18.7% (point no.1503).
Expressway S6, direction SN: 7:00 – 18:00, location: service road, min 1070 veh /h, max 1761 veh /h, PHV: 1.9 - 7.6% (point no.1502).
This study is part of MOP-DZ research project: RID2B - Modern methods of calculating the road capacity and assessment of traffic conditions of roads outside municipal agglomerations, including expressway roads, financed by the National Centre for Research and Development (Poland) and the General Directorate for National Roads and Motorways.
DOI: 10.34808/20ma-n658
title: Video traffic data - Interchanges Wolnosci (86 - 94)

description: The data includes video traffic data registered with 3 video cameras at entry or exit lanes of the Wolnosci interchange within 86 national road in Poland (interchange of national roads 86 and 94 ), located in the Silesian Agglomeration). The data covers the one days: 22.05.201 (national road 86).
The video cameras installed on the roads 86 1 camera registered vehicles along the entire length of the section. Cameras were mounted on 5-7 meter high masts.
Collected data include:
National 86 exit lane, direction SW: 6:00 – 19:00, location: main road, min 1007 veh/h, max 2012 veh/h, PHV: 8.1 - 21.4% (point no. 2301).
National 86 exit  lane, direction NE: 6:00 – 19:00, location: main road, min 1017 veh/h, max 1812 veh/h, PHV:  9.1  - 15.5% (point no. 2302).
National 86 entry lane, direction WN: 6:00 – 19:00, location: main road, min 1007 veh/h, max 2012 veh/h, PHV:  8.1 - 21.4% (point no. 2304).
This study is part of MOP-DZ research project: RID2B - Modern methods of calculating the road capacity and assessment of traffic conditions of roads outside municipal agglomerations, including expressway roads, financed by the National Centre for Research and Development (Poland) and the General Directorate for National Roads and Motorways.
DOI: 10.48370/ofd/ex1s8z
title: Myodes glareolus - 90933, Zoological collection of the Mammal Research Institute, PAS

description: Myodes glareolus (Bank vole) from Zoological collection of the Mammal Research Institute, PAS. Collected 1970-06-07, in: Białowieża National Park, Poland. Material type: