{
"metainfo": {},
"parameter": [
{
"name": "flowDurationCurve",
"description": "A list of paired flow values and cdf values (non-exceedance values) listed in a tab-deliminted format, this includes a header. The first column must be non-exceecance (0-1) values and the second column must be the associated flow values (in cubic meters per second).",
"value": "non-exceedances\tflows\n100\t550\n0.75\t380\n0.50\t376\n0.25\t350\n0\t300"
},
{
"name": "manningRoughness",
"description": "The value of Manning's hydraulic roughness coefficient, used for the calculation of normal depth, at this cross-section.",
"unit": "n\/a",
"value": 0.025
},
{
"name": "crossSection",
"description": "A list of x-y points for the cross-section listed in a tab-deliminted format. This includes a header and the first column must be x values and the second column must be y values. x = location of cross-section point measured from left to right starting at zero, y = total elevation of the ground surface. The units of elevation and location should both be meters.",
"value": "x\ty\n0\t3250\n10\t3240\n41.4\t3242\n52.3\t3243\n61.8\t3248\n72\t3241\n84\t3239\n87\t3242\n95\t3248\n123\t3252"
},
{
"name": "transportType",
"description": "The type of sediment transport desired to be simulated (Yang | Bagnold | Brownlie | Martin - Church | Wilcock - Kenworthy | Meyer-Peter - Muller | Rating Curve) which are documented by (Yang, 1996 | Bagnold, 1980 | Brownlie, 1981 | Martin and Church, 2000 | Wilcock and Kenworthy, 2002 | Meyer-Peter and Muller, 1948 | sed. transport = R1 * (Q ^ R2)) respectively",
"value": "Yang"
},
{
"name": "rho",
"description": "Density of water",
"unit": "kg\/m**3",
"value": 1000
},
{
"name": "waterTemp",
"description": "Temperature of water",
"unit": "Degrees Celsius",
"value": 15.5
},
{
"name": "waterKinViscosity",
"description": "Kinematic Viscosity of water (only used if transportType = 'Yang' or 'Brownlie')",
"unit": "m**2\/s",
"value": 1.11484E-6
},
{
"name": "rho_S",
"description": "Density of sediment (if transportType = 'Wilcock - Kenworthy', then this is the density of the sand sediment)",
"unit": "kg\/m**3",
"value": 2650
},
{
"name": "rho_G",
"description": "Density of gravel sediment (only used if transportType = 'Wilcock - Kenworthy')",
"unit": "kg\/m**3",
"value": 2650
},
{
"name": "diamSed",
"description": "Diameter of Sediment transported (if transportType = 'Wilcock - Kenworthy', then this is the surface grain size (diameter) for the sand fraction)",
"unit": "mm",
"value": 0.399989
},
{
"name": "diamGravel",
"description": "Surface grain size (diameter) for the gravel fraction (only used if transportType = 'Wilcock - Kenworthy')",
"unit": "mm",
"value": 15.24
},
{
"name": "sandFraction",
"description": "The percent sand of the two-phase bed load transport calculated by Wilcock and Kenworthy. 0 = no sand, 1.0 = only uniform sand. (only used if transportType = 'Wilcock - Kenworthy')",
"unit": "%",
"value": 0
},
{
"name": "d16",
"description": "Diameter of the 16th percentile grain size, aka 16% of sediment is smaller than this size. (only used if transportType = 'Brownlie')",
"unit": "mm",
"value": 0.399989
},
{
"name": "d50",
"description": "Diameter of the 50th percentile grain size, aka 50% of sediment is smaller than this size. (only used if transportType = 'Brownlie')",
"unit": "mm",
"value": 0.399989
},
{
"name": "d84",
"description": "Diameter of the 16th percentile grain size, aka 84% of sediment is smaller than this size. (only used if transportType = 'Brownlie')",
"unit": "mm",
"value": 0.399989
},
{
"name": "R1",
"description": "Multiplier for sediment rating curve where sediment transport = R1 * (Q ^ R2). (only used if transportType = 'Rating Curve')",
"unit": "",
"value": 46
},
{
"name": "R2",
"description": "Exponent for sediment rating curve where sediment transport = R1 * (Q ^ R2). (only used if transportType = 'Rating Curve')",
"unit": "",
"value": 3.92
},
{
"name": "ratingCurveUnits",
"description": "The units of the sediment rating curve where sediment transport = R1 * (Q ^ R2). For display\/graphing purposes. (only used if transportType = 'Rating Curve')",
"value": ""
},
{
"name": "width",
"description": "The characteristic width of sediment transport, taken as a channel bottom width (only used if transportType = 'Martin - Church' or 'Wilcock - Kenworthy')",
"unit": "m",
"value": 10.67
},
{
"name": "bedSlope",
"description": "The slope of the thalweg axis of the channel bed (only used if transportType = 'Yang', 'Martin - Church', or 'Wilcock - Kenworthy')",
"unit": "m\/m",
"value": 5.0E-4
},
{
"name": "energySlope",
"description": "The slope of the energy grade line (only used if transportType = 'Yang')",
"unit": "m\/m",
"value": 5.0E-4
},
{
"name": "frictionSlope",
"description": "The slope of the friction grade line (only used if transportType = 'Brownlie')",
"unit": "m\/m",
"value": 5.0E-4
},
{
"name": "numberOfInterpolationPoints",
"description": "The number of points on which to interpolate the flow duration curve. This also controls the number of bin for the flow histogram.",
"value": 50
},
{
"name": "logarithmicBins_TF",
"description": "A flag use a logarithmic binning scheme to interpolate the flow duration curve (true) verses a linear binning scheme (false). This also controls the binnings scheme for the flow histogram. (True | False)",
"value": false
},
{
"name": "UScustomaryOutputUnits_TF",
"description": "A flag to set the output units for discharge values. If true, it is set to US customary units, cfs. If false it is set to S.I units, cms. (True | False)",
"value": false
}
]
}
{
"metainfo": {
"status": "Finished",
"suid": "a8f05ef5-d97e-11e5-955e-f909e8ef74be",
"cloud_node": "172.1.6.246",
"tstamp": "2016-02-22 09:09:32",
"service_url": "http://csip.engr.colostate.edu:8082/csip-hydraulics/m/hydraulics/effectivedischarge/1.0",
"request_ip": "10.2.228.70",
"cpu_time": 653,
"expiration_date": "2016-02-22 09:10:03"
},
"parameter": [
{
"name": "flowDurationCurve",
"description": "A list of paired flow values and cdf values (non-exceedance values) listed in a tab-deliminted format, this includes a header. The first column must be non-exceecance (0-1) values and the second column must be the associated flow values (in cubic meters per second).",
"value": "non-exceedances\tflows\n100\t550\n0.75\t380\n0.50\t376\n0.25\t350\n0\t300"
},
{
"name": "manningRoughness",
"description": "The value of Manning's hydraulic roughness coefficient, used for the calculation of normal depth, at this cross-section.",
"unit": "n/a",
"value": 0.025
},
{
"name": "crossSection",
"description": "A list of x-y points for the cross-section listed in a tab-deliminted format. This includes a header and the first column must be x values and the second column must be y values. x = location of cross-section point measured from left to right starting at zero, y = total elevation of the ground surface. The units of elevation and location should both be meters.",
"value": "x\ty\n0\t3250\n10\t3240\n41.4\t3242\n52.3\t3243\n61.8\t3248\n72\t3241\n84\t3239\n87\t3242\n95\t3248\n123\t3252"
},
{
"name": "transportType",
"description": "The type of sediment transport desired to be simulated (Yang | Bagnold | Brownlie | Martin - Church | Wilcock - Kenworthy | Meyer-Peter - Muller | Rating Curve) which are documented by (Yang, 1996 | Bagnold, 1980 | Brownlie, 1981 | Martin and Church, 2000 | Wilcock and Kenworthy, 2002 | Meyer-Peter and Muller, 1948 | sed. transport = R1 * (Q ^ R2)) respectively",
"value": "Yang"
},
{
"name": "rho",
"description": "Density of water",
"unit": "kg/m**3",
"value": 1000
},
{
"name": "waterTemp",
"description": "Temperature of water",
"unit": "Degrees Celsius",
"value": 15.5
},
{
"name": "waterKinViscosity",
"description": "Kinematic Viscosity of water (only used if transportType = 'Yang' or 'Brownlie')",
"unit": "m**2/s",
"value": 1.11484E-6
},
{
"name": "rho_S",
"description": "Density of sediment (if transportType = 'Wilcock - Kenworthy', then this is the density of the sand sediment)",
"unit": "kg/m**3",
"value": 2650
},
{
"name": "rho_G",
"description": "Density of gravel sediment (only used if transportType = 'Wilcock - Kenworthy')",
"unit": "kg/m**3",
"value": 2650
},
{
"name": "diamSed",
"description": "Diameter of Sediment transported (if transportType = 'Wilcock - Kenworthy', then this is the surface grain size (diameter) for the sand fraction)",
"unit": "mm",
"value": 0.399989
},
{
"name": "diamGravel",
"description": "Surface grain size (diameter) for the gravel fraction (only used if transportType = 'Wilcock - Kenworthy')",
"unit": "mm",
"value": 15.24
},
{
"name": "sandFraction",
"description": "The percent sand of the two-phase bed load transport calculated by Wilcock and Kenworthy. 0 = no sand, 1.0 = only uniform sand. (only used if transportType = 'Wilcock - Kenworthy')",
"unit": "%",
"value": 0
},
{
"name": "d16",
"description": "Diameter of the 16th percentile grain size, aka 16% of sediment is smaller than this size. (only used if transportType = 'Brownlie')",
"unit": "mm",
"value": 0.399989
},
{
"name": "d50",
"description": "Diameter of the 50th percentile grain size, aka 50% of sediment is smaller than this size. (only used if transportType = 'Brownlie')",
"unit": "mm",
"value": 0.399989
},
{
"name": "d84",
"description": "Diameter of the 16th percentile grain size, aka 84% of sediment is smaller than this size. (only used if transportType = 'Brownlie')",
"unit": "mm",
"value": 0.399989
},
{
"name": "R1",
"description": "Multiplier for sediment rating curve where sediment transport = R1 * (Q ^ R2). (only used if transportType = 'Rating Curve')",
"unit": "",
"value": 46
},
{
"name": "R2",
"description": "Exponent for sediment rating curve where sediment transport = R1 * (Q ^ R2). (only used if transportType = 'Rating Curve')",
"unit": "",
"value": 3.92
},
{
"name": "ratingCurveUnits",
"description": "The units of the sediment rating curve where sediment transport = R1 * (Q ^ R2). For display/graphing purposes. (only used if transportType = 'Rating Curve')",
"value": ""
},
{
"name": "width",
"description": "The characteristic width of sediment transport, taken as a channel bottom width (only used if transportType = 'Martin - Church' or 'Wilcock - Kenworthy')",
"unit": "m",
"value": 10.67
},
{
"name": "bedSlope",
"description": "The slope of the thalweg axis of the channel bed (only used if transportType = 'Yang', 'Martin - Church', or 'Wilcock - Kenworthy')",
"unit": "m/m",
"value": 5.0E-4
},
{
"name": "energySlope",
"description": "The slope of the energy grade line (only used if transportType = 'Yang')",
"unit": "m/m",
"value": 5.0E-4
},
{
"name": "frictionSlope",
"description": "The slope of the friction grade line (only used if transportType = 'Brownlie')",
"unit": "m/m",
"value": 5.0E-4
},
{
"name": "numberOfInterpolationPoints",
"description": "The number of points on which to interpolate the flow duration curve. This also controls the number of bin for the flow histogram.",
"value": 50
},
{
"name": "logarithmicBins_TF",
"description": "A flag use a logarithmic binning scheme to interpolate the flow duration curve (true) verses a linear binning scheme (false). This also controls the binnings scheme for the flow histogram. (True | False)",
"value": false
},
{
"name": "UScustomaryOutputUnits_TF",
"description": "A flag to set the output units for discharge values. If true, it is set to US customary units, cfs. If false it is set to S.I units, cms. (True | False)",
"value": false
}
],
"result": [
{
"name": "effectiveDischarge",
"value": 550
},
{
"name": "halfLoadDischarge",
"value": 464.79
},
{
"name": "sedimentTransportUnits",
"value": "ppm"
},
{
"name": "effectiveDischargeGraph",
"value": "effective_discharge_graph.jpg"
},
{
"name": "SedimentYieldGraph",
"value": "sediment_yield_graph.jpg"
},
{
"name": "histogramGraph",
"value": "flow_histogram.jpg"
},
{
"name": "ratingCurveGraph_sediment",
"value": "ratingCurveGraph_sediment.jpg"
},
{
"name": "ratingCurveGraph_area",
"value": "ratingCurveGraph_area.jpg"
},
{
"name": "ratingCurveGraph_depth",
"value": "ratingCurveGraph_depth.jpg"
},
{
"name": "ratingCurveGraph_hydRadius",
"value": "ratingCurveGraph_hydRadius.jpg"
},
{
"name": "graph_data_files",
"value": "effective_discharge_graph.out|sediment_yield_graph.out|flow_histogram.outt|ratingCurveGraph_sediment.out|ratingCurveGraph_area.out|ratingCurveGraph_depth.out|ratingCurveGraph_hydRadius.out"
},
{
"name": "effective_discharge_graph.jpg",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/effective_discharge_graph.jpg"
},
{
"name": "sediment_yield_graph.jpg",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/sediment_yield_graph.jpg"
},
{
"name": "flow_histogram.jpg",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/flow_histogram.jpg"
},
{
"name": "ratingCurveGraph_sediment.jpg",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/ratingCurveGraph_sediment.jpg"
},
{
"name": "ratingCurveGraph_area.jpg",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/ratingCurveGraph_area.jpg"
},
{
"name": "ratingCurveGraph_depth.jpg",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/ratingCurveGraph_depth.jpg"
},
{
"name": "ratingCurveGraph_hydRadius.jpg",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/ratingCurveGraph_hydRadius.jpg"
},
{
"name": "effective_discharge_graph.out",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/effective_discharge_graph.out"
},
{
"name": "sediment_yield_graph.out",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/sediment_yield_graph.out"
},
{
"name": "flow_histogram.outt",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/flow_histogram.outt"
},
{
"name": "ratingCurveGraph_sediment.out",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/ratingCurveGraph_sediment.out"
},
{
"name": "ratingCurveGraph_area.out",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/ratingCurveGraph_area.out"
},
{
"name": "ratingCurveGraph_depth.out",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/ratingCurveGraph_depth.out"
},
{
"name": "ratingCurveGraph_hydRadius.out",
"value": "http://csip.engr.colostate.edu:8082/csip-hydraulics/q/a8f05ef5-d97e-11e5-955e-f909e8ef74be/ratingCurveGraph_hydRadius.out"
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]
}