cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4231/d31j97769
title: Phase 1: Farfield H30 - water depth h=0.3 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit.

description: The landslide tsunami generator (LTG) was deployed in the far field scenario with a water depth of 0.3 m.  The far field configuration consists of the LTG mounted to a ramp with an opposing headland ramp 23 m from the toe of the landslide ramp.  Both the landslide ramp and the opposing headland ramp were built at a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a planar particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3599z20p
title: Phase 1: Farfield H60 - water depth h=0.6 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the far field scenario with a water depth of 0.6 m.  The far field configuration consists of the LTG mounted to a ramp with an opposing headland ramp 23 m from the toe of the landslide ramp.  Both the landslide ramp and the opposing headland ramp were built at a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a planar particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3930nv4z
title: Phase 1: Farfield H120 - water depth h=1.2 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the far field scenario with a water depth of 1.2 m.  The far field configuration consists of the LTG mounted to a ramp with an opposing headland ramp 23 m from the toe of the landslide ramp.  Both the landslide ramp and the opposing headland ramp were built at a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a planar particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3dv1cn8s
title: Phase 1: Headland H30 - water depth h=0.3 m: Measurements of radial wave propagation , wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the curved headland scenario with a water depth of 0.3 m.  The curved headland configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide ramp.  The center of the opposing headland had a 90˚ bend.   Both the landslide ramp and the opposing headland ramp were built at a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a planar particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3jm23g2j
title: Phase 1: Fjord H30 - water depth h=0.3 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit.

description: The landslide tsunami generator (LTG) was deployed in the fjord scenario with a water depth of 0.3 m.  The fjord configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide ramp.  Both the landslide ramp and the opposing headland ramp were built at a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a planar particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3pc2t869
title: Phase 1: Fjord H60 - water depth h= 0.6 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the fjord scenario with a water depth of 0.6 m.  The fjord configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide ramp.  Both the landslide ramp and the opposing headland ramp were built at a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a planar particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3t14tp7q
title: Phase 1: Fjord H90 - water depth h= 0.9 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the fjord scenario with a water depth of 0.9 m.  The fjord configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide ramp.  Both the landslide ramp and the opposing headland ramp were built at a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a planar particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.6073/pasta/79213e79d824a7b3c40887683320d83d
title: El Verde Grid invertebrate data
DOI: 10.6073/pasta/eefbe256d8b02edf7d71ef502646e946
title: North Temperate Lakes LTER Dane County, Wisconsin Major Roads
DOI: 10.4231/d3hm52k1t
title: Phase 2: Island60 - water depth h=0.6 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.6 m.  The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a stereo particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3nc5sc62
title: Phase 2: Island120 - water depth h=1.2 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 1.2 m.  The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a stereo particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3s46h60t
title: Phase 2: Island30 - water depth h=0.3 m: Measurements not used.

description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.3 m.  The LTG was attached in a position that was too low.  Instruments took measurements, but the data will never be analyzed.  The data to be analyzed at this water depth is under the Island30High experiment.  The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a stereo particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3ws8hm1x
title: Phase 2: BoardCalibration - water depth h=1.2, 0.9, 0.6 and 0.3 m: In-situ calibration board recordings.

description: Calibration boards were filmed with the PIV cameras and the other cameras focused on the landslide.  The recording will be used to rectify camera footage.
DOI: 10.6073/pasta/2f21d2ff473ece066e6fd78f51f87480
title: North Temperate Lakes LTER Northern Highland Lake District Study Lakes
DOI: 10.6073/pasta/3a2c72f72c7a971cce331b07d1a1033f
title: North Temperate Lakes LTER Northern Highland Lake District Boundary
DOI: 10.6073/pasta/9b38155c0ad09038eb569f27330df421
title: North Temperate Lakes LTER Northern Highland Lake District Coarse Woody Debris (Logs)
DOI: 10.4231/d30k26b54
title: Phase 2: Island60Rocks - water depth h=0.6 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.6 m.  The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river cobbles.  The landslide surface kinematics were recorded with a stereo particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d34b2x49w
title: Phase 2: Island30Rocks - water depth h=0.3 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.3 m.  The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river cobbles.  The landslide surface kinematics were recorded with a stereo particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3833mz37
title: Phase 2: Island30High - water depth h=0.3 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit.

description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.3 m.  The LTG was raised approximately 0.33 m along the slope from the LTG position in the Island30.  The LTG position in Island30High is the same position that was used in all other Island configuration experiments.  The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a stereo particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3cv4br72
title: Phase 2: String Potentiometer Calibration: Potentiometer calibration coefficient measurements.

description: This experiment verified the calibration coefficients of the string potentiometers attached to the slide box above each of the pneumatic cylinders.
DOI: 10.4231/d3r49g90k
title: Phase 2: Island120Rocks - water depth h=1.2 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 1.2 m.  The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river cobbles.  The landslide surface kinematics were recorded with a stereo particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.4231/d3vx0634z
title: Phase 2: Island90Rocks - water depth h=0.9 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit.

description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.9 m.  The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river cobbles.  The landslide surface kinematics were recorded with a stereo particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.6073/pasta/52d213d346432345fd2674d73b0f7c3f
title: North Temperate Lakes LTER Northern Highland Lake District Coarse Woody Debris (Docks)
DOI: 10.6073/pasta/664c47deb5311cd6616cc337db660114
title: North Temperate Lakes LTER Northern Highland Lake District Coarse Woody Debris (Shorline Development Index)
DOI: 10.6073/pasta/6808e95b2134fbebedecf7adf1378c92
title: North Temperate Lakes LTER Northern Highland Lake District Coarse Woody Debris (Trees)
DOI: 10.4225/08/520e49c366312
title: Parkes observations for project P456 semester 2006APRS

description: The Parkes Pulsar Timing Array (PPTA) project has three main goals: detection of gravitational waves from astronomical sources, investigation of the stability of terrestrial clocks and improvement of our understanding of Solar-system dynamics. Achievement of these goals requires frequent observations of about 20 MSPs at two or preferably three widely spaced frequencies over several years. We propose to observe such a sample at 2-weekly intervals using both the 10/50cm and Multibeam or H-OH receivers. The prototype digital filterbank, the wideband correlator and CPSR2 will be used for data recording. With continued development of observing and data analysis systems we are making good progress toward our goals with sub-microsecond precision already achieved on nearly half of the sample. Further improvement is expected with the commissioning of the final digital filterbank system and development of a new-generation baseband system based on it. Because of the high sensitivity and wide bandwidths required, RFI mitigation is an important part of the project. We hope to achieve real-time removal of the digital TV signals in the 50cm band this semester.
DOI: 10.4225/08/521c03eab3903
title: Parkes observations for project P584 semester 2007APRS

description: We propose to use the baseband recorder CPSR2 during the regular monitoring of Rotating Radio Transients at the Parkes telescope, to measure the polarization of as many of these sources as we can at the various monitoring frequencies (50, 20 and 10 cm). The purpose of our observations is to use the polarization measurements to better characterize the relationship of this type of object to the well known radio pulsars. We are in contact with the team proposing and carrying out the RRAT monitoring and therefore are requiring no additional telescope time.
DOI: 10.4225/08/521c059849f34
title: Parkes observations for project P584 semester 2007OCTS

description: We propose to continue using the baseband recorder CPSR2 during the regular monitoring of Rotating Radio Transients at the Parkes telescope, to measure the polarization of as many of these sources as we can at the various monitoring frequencies (50, 20 and 10 cm). The purpose of our observations is to use the polarization measurements to better characterize the relationship of this type of object to the well known radio pulsars. We are in contact with the team proposing and carrying out the RRAT monitoring and therefore are requiring no additional telescope time.
DOI: 10.4225/08/521c075c39132
title: Parkes observations for project P584 semester 2008OCTS

description: We propose to continue using the baseband recorder CPSR2 during the regular monitoring of Rotating Radio Transients (by McLaughlin et al.) at the Parkes telescope, to measure the polarization of these sources at 20 cm. The purpose of our observations is to use the polarization measurements to better characterize the relationship of this type of object to the well known radio pulsars. We are in continuous contact with the team proposing and carrying out the RRAT monitoring and therefore are requiring no additional telescope time.
DOI: 10.4225/08/521c082b26746
title: Parkes observations for project P584 semester 2008APRS

description: We propose to continue using the baseband recorder CPSR2 during the regular monitoring of Rotating Radio Transients (by McLaughlin et al.) at the Parkes telescope, to measure the polarization of these sources at 20 cm. The purpose of our observations is to use the polarization measurements to better characterize the relationship of this type of object to the well known radio pulsars. We are in continuous contact with the team proposing and carrying out the RRAT monitoring and therefore are requiring no additional telescope time.
DOI: 10.6073/pasta/3069d888e9cbd2002ce5147a50bc1f33
title: Rio Icacos hyporheic and riparian chemistry
DOI: 10.6073/pasta/ca1f8e888dfc6ec0e867604765051ed1
title: Patterns in soil and physical properties of the Bisley Watersheds 1 and 2 (Big Dig 1988, Big Dig 1990)
DOI: 10.6073/pasta/e77ebacab036198a2c14cdc9a2b16e36
title: Particulate organic carbon and nitrogen measurements at selected depths in the water column in the CCE region since 2006 - ongoing
DOI: 10.6073/pasta/283199471b1c9442f9ca82b1ff225d23
title: Dissolved inorganic nutrients from CCE LTER process cruises, including 5 macro nutrients from water column bottle sample. (2006 - ongoing)
DOI: 10.6073/pasta/2b3efb44ea6cbaebad692ba5c64d090c
title: Conductivity Temperature Depth (CTD) Log of CTD casts from CCE LTER process cruises in the CCE region, 2006 - ongoing.
DOI: 10.6073/pasta/3b298239daac16aa36c6c0e1deab29ff
title: Assembled file of spring annual averages of pelagic tunicate organic biomass as carbon from the Southern California region, 1951 - ongoing.
DOI: 10.6073/pasta/549a70bf02f071b64826723370494484
title: Assembled file of spring annual averages of pelagic tunicate organic biomass as carbon from the Southern California region, 1951 - ongoing.
DOI: 10.6073/pasta/e66587de39a806e1cb6447e90cb4ecf3
title: Size fractionation for total Chl a within the surface layer and calculated size distribution of total Chl a from discrete bottle samples collected during CCE LTER process cruises in the CCE region, 2006 - ongoing.
DOI: 10.6073/pasta/5c1957df86fccebe361ff42f3c129180
title: Assembled file of spring annual averages of abundance of five species of cool regime salps from the Southern California region, 1951 - ongoing.
DOI: 10.6073/pasta/d66c0da67ed3043c62b9465e9dfd843d
title: North Temperate Lakes LTER Northern Highland Lake District Boundary
DOI: 10.6073/pasta/4639a6b8f35fdc0aa17aa7b1cdc26ea9
title: North Temperate Lakes LTER Northern Highland Lake District Coarse Woody Debris Logs
DOI: 10.6073/pasta/d7ccaa79b4db6369beee8e1ee5179257
title: North Temperate Lakes LTER Northern Highland Lake District Study Lakes
DOI: 10.6073/pasta/05b1f6ba0a1312953b6c2cb157a0db61
title: North Temperate Lakes LTER Northern Highland Lake District Coarse Woody Debris Docks
DOI: 10.6073/pasta/13ec0e2504befd829fc79ee1b9c97e49
title: North Temperate Lakes LTER Northern Highland Lake District Watersheds
DOI: 10.6073/pasta/15fc4f30c67a3cb10a9bba8b3ef831ef
title: North Temperate Lakes LTER Northern Highland Lake District Coarse Woody Debris Shoreline Development Index
DOI: 10.6073/pasta/7c81272b60b84e6ae75ad1c6188e73d9
title: North Temperate Lakes LTER Northern Highland Lake District Land Use - Land Cover 1930s
DOI: 10.6073/pasta/aaed9a3ad9326ad681dc1cbd65810ad3
title: North Temperate Lakes LTER Northern Highland Lake District Coarse Woody Debris Trees
DOI: 10.6073/pasta/b32edce83f2f315e25f51045dddee25f
title: Prospect Hill Soil Warming Experiment at Harvard Forest since 1991
DOI: 10.6073/pasta/bff80aad3b3de3c4373170a1fe4f8639
title: North Temperate Lakes LTER Northern Highland Lake District Land Use - Land Cover 1960s