Model help:HydroTrend: Difference between revisions

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==References==
==References==
<span class="remove_this_tag">Key papers</span>
* Kettner, A.J., and Syvitski, J.P.M., 2008. HydroTrend version 3.0: a  Climate-Driven Hydrological Transport Model that Simulates Discharge  and Sediment Load leaving a River System. ''Computers &  Geosciences'', '''34'''(10), 1170-1183, doi:[http://dx.doi.org/10.1016/j.cageo.2008.02.008 10.1016/j.cageo.2008.02.008].
* Syvitski, J.P.M.,  Morehead, M.D. and Nicholson, M., 1998. HYDROTREND: A Climate-driven  Hydrologic-Transport Model for Predicting Discharge and Sediment Loads  to Lakes or Oceans. ''Computers & Geosciences'', '''24'''(1), 51-68, doi:[http://dx.doi.org/10.1016/S0098-3004(97)00083-6 10.1016/S0098-3004(97)00083-6]. 
* Syvitski, J.P.M., and J.M. Alcott, 1995. RIVER3: Simulation of  River Discharge and Sediment Transport. ''Computers and Geosciences'',  '''21'''(1), 89-101, doi:[http://dx.doi.org/10.1016/0098-3004(94)00062-Y 10.1016/0098-3004(94)00062-Y].


==Links==
==Links==

Revision as of 09:12, 30 October 2010

The CSDMS Help System

HydroTrend

Climate driven hydrological transport model

Model introduction

HydroTrend is an ANSI-standard C numerical model that creates synthetic river discharge and sediment load time series as a function of climate trends and basin morphology and has been used to study the sediment flux to a basin for basin filling models. As a drainage basin simulator, the model provides time series of daily discharge hydraulics at a river mouth, including the sediment load properties. HydroTrend was designed to provide input to lake or shelf circulation and sedimentation models (Steckler et al., 1996; Syvitski and Alcott, 1995b), and study the impact of land-sea fluxes given climatic change scenarios (Moore, 1992; Syvitski and Andrews, 1994). HydroTrend simulates the major processes that occur in a river basin, including:

  • Glacierized areas with advances and retreats depending on the climate scenario,
  • Snow accumulation in the winter and melt in the subsequent spring/summer,
  • Rainfall over the remaining portions of the basin with canopy evaporation,
  • Groundwater recharging and discharging,
  • The impact of reservoirs.

Model input parameters

Input Files and directories
Input directory ;lkjasdflkasjdf l;akjsdf;lkaj df;lakjsdf; lkaj lkajsdf;lkaj sdf;l kajsd f;lk ajsdf;l ;lkjsdf ;lkjasdflkj ;lkjasdflkasjdf l;akjsdf;lkaj df;lakjsdf; lkaj lkajsdf;lkaj sdf;l kajsd ;lkjasdflkasjdf l;akjsdf;lkaj df;lakjsdf; lkaj lkajsdf;lkaj sdf;l kajsd f;lk ajsdf;l ;lkjsdf ;lkjasdflkj ;lkjasdflkasjdf l;akjsdf;lkaj df;lakjsdf; lkaj lkajsdf;lkaj sdf;l kajsd f;lk ajsdf;l ;lkjsdf ;lkjasdflkj f;lk ajsdf;l ;lkjsdf ;lkjasdflkj [-]
Site prefix [-]
Case prefix [-]
Run Parameters
Temperature
Precipitation
Basin
River Mouth
k River mouth velocity coefficient [m/s]
m River mouth velocity exponent [-]
a River mouth width coefficient [m]
b River mouth width exponent [-]
Average river mouth velocity [m/s]
Constant annual base flow [m3/s]
Trapping efficiency [-]
Delta gradient [m/m]
}

Model output parameters

Groudwater
Maximum groundwater storage [m3]
Minimum groundwater storage [m3]
Initial groundwater storage m[3]
Groundwater coefficient [m3]
Groundwater exponent [-]
Saturated hydraulic conductivity [mm/day]
Output Values
Output directory [-]
Interval between output files [-]
Mean Velocity file [-]
Mean Width file [-]
Mean Depth file [-]
Mean Water Discharge file [-]
Mean Sediment Discharge file [-]
Mean Bedload Flux file [-]

Uses ports

This will be something that the CSDMS facility will add

Provides ports

This will be something that the CSDMS facility will add

Main equations

A list of the key equations. HTML format is supported; latex format will be supported in the future

Notes

Any notes, comments, you want to share with the user

Numerical scheme


Examples

An example run with input parameters, BLD files, as well as a figure / movie of the output

Follow the next steps to include images / movies of simulations:

See also: Help:Images or Help:Movies

Developer(s)

Albert Kettner

References

  • Kettner, A.J., and Syvitski, J.P.M., 2008. HydroTrend version 3.0: a Climate-Driven Hydrological Transport Model that Simulates Discharge and Sediment Load leaving a River System. Computers & Geosciences, 34(10), 1170-1183, doi:10.1016/j.cageo.2008.02.008.
  • Syvitski, J.P.M., Morehead, M.D. and Nicholson, M., 1998. HYDROTREND: A Climate-driven Hydrologic-Transport Model for Predicting Discharge and Sediment Loads to Lakes or Oceans. Computers & Geosciences, 24(1), 51-68, doi:10.1016/S0098-3004(97)00083-6.
  • Syvitski, J.P.M., and J.M. Alcott, 1995. RIVER3: Simulation of River Discharge and Sediment Transport. Computers and Geosciences, 21(1), 89-101, doi:10.1016/0098-3004(94)00062-Y.

Links

Any link, eg. to the model questionnaire, etc.