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Hydraulics Cross Section Sediment Transport#6493/HEAD / v5
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Hydraulics Cross Section Sediment Transport[SERVICE-6493]

Tracker: Services Priority: NormalNormal Status: Deployed
Submitted by: wlloydJan 12 2016 11:03 Modified by: tcwibleFeb 28 14:43 Type:
Model
Path: m/hydraulics/sediment Context: csip-hydraulics Version: 1.0
Endpoints: http://csip.engr.colostate.edu:8088/csip-hydraulics/m/hydraulics/sediment/1.0
Maintainers:
Website: http://onewatersolutions.com/our-software/tools/river-basin-planning/rhst/ Apps:
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Test Status:
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Last Tested: -- Test Count: --
Test Success Rate: -- Failed Tests: --
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Description
Generalized cross-section sediment transport tool. Based on provided cross-section information and sediment distribution information the sediment transport through the cross-section is calculated based on the selected sediment transport equation. Available sediment transport models are:

Yang's Sand Total Load Equation (1996) Brownlie's Total Load Equation (1981) Martin and Church's Revisitation of Bagnold's Bed Load Equation (2000) Wilcock and Kenworthy's Two-Phase Bed Load Equations (2002)

Forthcoming sediment transport models may also include the following after testing and validation: Meyer-Peter and Muller's Bed Load Equation (1948)

{
  "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"
    }
  ]
}
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