{
"metainfo": {},
"parameter": [
{
"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": "depth",
"description": "The depth of flow in the channel (only used if transportType = 'Martin - Church')",
"unit": "m",
"value": 0.6096
},
{
"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": "area",
"description": "The cross-sectional area of flow in the channel (only used if transportType = 'Yang' or 'Brownlie')",
"unit": "m**2",
"value": 31.3548
},
{
"name": "hydRadius",
"description": "The hydraulic radius of the flow in the channel (cross-sectional area divided by wetted perimeter) (only used if transportType = 'Yang', 'Brownlie', or 'Wilcock - Kenworthy')",
"unit": "m",
"value": 1.318
},
{
"name": "discharge",
"description": "The discharge in the channel (only used if transportType = 'Martin - Church' or 'Rating Curve')",
"unit": "m**3\/s",
"value": 100
},
{
"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
}
]
}
{
"metainfo": {
"status": "Finished",
"suid": "17ba5707-d97f-11e5-955e-0be499fe87df",
"cloud_node": "172.1.6.246",
"tstamp": "2016-02-22 09:12:38",
"service_url": "http://csip.engr.colostate.edu:8082/csip-hydraulics/m/hydraulics/sediment/1.0",
"request_ip": "10.2.228.70",
"cpu_time": 7,
"expiration_date": "2016-02-22 09:13:08"
},
"parameter": [
{
"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": "depth",
"description": "The depth of flow in the channel (only used if transportType = 'Martin - Church')",
"unit": "m",
"value": 0.6096
},
{
"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": "area",
"description": "The cross-sectional area of flow in the channel (only used if transportType = 'Yang' or 'Brownlie')",
"unit": "m**2",
"value": 31.3548
},
{
"name": "hydRadius",
"description": "The hydraulic radius of the flow in the channel (cross-sectional area divided by wetted perimeter) (only used if transportType = 'Yang', 'Brownlie', or 'Wilcock - Kenworthy')",
"unit": "m",
"value": 1.318
},
{
"name": "discharge",
"description": "The discharge in the channel (only used if transportType = 'Martin - Church' or 'Rating Curve')",
"unit": "m**3/s",
"value": 100
},
{
"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
}
],
"result": [
{
"name": "sedimentTransport",
"value": 5881.063,
"unit": "ppm"
},
{
"name": "units",
"value": "ppm"
}
]
}