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EM-363: Ecosystem services reinforce Sumatran tiger conservation in land use plans
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EM-363 | |
Document Author
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Bhagabati, N. K., Ricketts, T., Sulistyawan, T. B. S., Conte, M., Ennaanay, D., Hadian, O., McKenzie, E., Olwero, N., Rosenthal, A., Tallis, H., and Wolney, S. |
Document Year
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2014 |
Nitrogen loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Nitrogen retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
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Variable ID
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6995 | 6997 | 6996 | 6998 |
load_n | eff_n | load_p | eff_p | |
Qualitative-Quantitative
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Quantitative (Cardinal Only) | Quantitative (Cardinal Only) | Quantitative (Cardinal Only) | Quantitative (Cardinal Only) |
Cardinal-Ordinal
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Cardinal | Cardinal | Cardinal | Cardinal |
g ha^-1 y^-1 | % | g ha^-1 y^-1 | % |
Nitrogen loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Nitrogen retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
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Predictor-Intermediate-Response
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Predictor |
Predictor |
Predictor |
Predictor |
Predictor Variable Type
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Constant or Parameter | Constant or Parameter | Constant or Parameter | Constant or Parameter |
Response Variable Type
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Not applicable | Not applicable | Not applicable | Not applicable |
Data Source/Type
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Transferred Values (e.g., from literature; transferred spatially, temporally or across scales) | Transferred Values (e.g., from literature; transferred spatially, temporally or across scales) | Transferred Values (e.g., from literature; transferred spatially, temporally or across scales) | Transferred Values (e.g., from literature; transferred spatially, temporally or across scales) |
Variable Classification Hierarchy
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4. Human-Produced Stressor or Enhancer of Ecosystem Goods and Services Production |
5. Ecosystem Attributes and Potential Supply of Ecosystem Goods and Services |
4. Human-Produced Stressor or Enhancer of Ecosystem Goods and Services Production |
5. Ecosystem Attributes and Potential Supply of Ecosystem Goods and Services |
--Human-caused release, presence or characteristics of polluting substances |
--CICES categories: Ecosystem goods and services - or landscape-level indices of suitability to supply EGS |
--Human-caused release, presence or characteristics of polluting substances |
--CICES categories: Ecosystem goods and services - or landscape-level indices of suitability to supply EGS |
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----Release, presence or characteristics of reactive forms of nitrogen in air or water |
----Suitability to supply regulation & maintenance services-Mediation of wastes |
----Release, presence or characteristics of phosphorus in air or water |
----Suitability to supply regulation & maintenance services-Mediation of wastes |
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------Filtration/sequestration/storage/accumulation by ecosystems |
------Filtration/sequestration/storage/accumulation by ecosystems |
Nitrogen loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Nitrogen retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
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Spatial Extent Area
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Spatially Distributed?
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Observations Spatially Patterned?
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Spatial Grain Type
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Spatial Grain Size
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Spatial Density
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
EnviroAtlas URL
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Total Annual Nitrogen Deposition |
Nitrogen loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Nitrogen retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
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Temporal Extent
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Temporally Distributed?
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Regular Temporal Grain?
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Temporal Grain Size Value
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Temporal Grain Size Units
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Temporal Density
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Nitrogen loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Nitrogen retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
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g ha^-1 y^-1 | % | g ha^-1 y^-1 | % | |
Min Value
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0 | 0 | 0 | 0 |
Max Value
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70,000 | 60 | 9,800 | 60 |
Other Value Type
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Not applicable | Not applicable | Not applicable | Not applicable |
Other Value
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Not reported | Not reported | Not reported | Not reported |
Nitrogen loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Nitrogen retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus loading ?Comment:We used the InVEST Tier 1 Water Purification: Nutrient Retention model to simulate nitrogen and phosphorus loading into streams and water bodies within the study area. These nutrients, often generated as a result of fertilizer application and other human activities, are leading causes of water pollution. The water purification model is based on the export coefficient approach described by Reckhow et al. (1980). The premise is that surface runoff will follow predictable patterns from its sources based largely on landscape geomorphology. The model adjusts for each pixel’s capability to generate nutrient runoff based on the quantity of runoff coming into it (estimated by the water yield model). Initially, we used export coefficients detailed in Reckhow et al. (1980). We updated some of these values for the Sumatran context using values from Chew and Pushparajah (1995, Table 2 on pg. 230, http://books.google.co.ls/books?id=PfjxThK1MDUC&lpg=PP1&hl=en&pg=PA230#v=onepage&q&f=false) and Mackensen and Folster (2000). This variable has set constant values determined by class of Land use/land cover. |
Phosphorus retention efficiency ?Comment:The nutrient runoff from each pixel is routed downslope, with some being retained along the flow path based upon nutrient retention efficiencies of the downslope pixels. Each pixel will potentially export some nutrients to streams, while also retaining some nutrients. The retention coefficients were estimated based on Uusi-Kamppa et al. (1997). This variable has set constant values determined by class of Land use/land cover. |
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Variability Expression Given?
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Variability Metric
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None | None | None | None |
Variability Value
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None | None | None | None |
Variability Units
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None | None | None | None |
Resampling Used?
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Variability Expression Used in Modeling?
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Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables | Not recorded for Constant or Factor Variables |
Variable ID
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Validated?
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Validation Approach (within, between, etc.)
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Validation Quality (Qual/Quant)
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Validation Method (Stat/Deviance)
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Validation Metric
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Validation Value
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Validation Units
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Use of Measured Response Data
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