Make data accessible by Xuan Yu
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SubTasks
From Geoscience Paper of the Future
    TypeM
    low
    ProgressM
    100%
    Start dateM
    21st Feb 2015
    Target dateM
    6th Mar 2015
    OwnerM
    Participants
    Not defined!
    Expertise
    open science
    geosciences
    Legend: M Mandatory | States: Not defined, Valid, Inconsistent with parent
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    [[Category:Task]]
     
    <br/><b>Details on how to do this task:</b> [[Make data accessible]]<br/><br/>
     
    <br/><b>Details on how to do this task:</b> [[Make data accessible]]<br/><br/>
    PIHM has been validated by the V-catchment. Here we prepared the input files for the V-catchment simulation. The V-catchment is benchmark example for the 2-D overland surface flow coupled with channel routing [http://dx.doi.org/10.1016/S0022-1694(96)80014-X "P. Di Giammarco et al., 1996"]. In the benchmark example, a rainfall event of 90-minute duration, 3e-6 m/s is applied on the V-catchment. The runoff at the outlet is usually compared for model validation. In this section, we shows how to use PIHM simulate the rainfall-runoff response of the V-catchment. PIHM uses triangular mesh to represent the domain. The grid resolution may vary. Here, we used 782 triangles ( the area ranges from 1534.9m<sup>2</sup> to 2379.5m<sup>2</sup>, with an average of 2046.0m<sup>2</sup>) to represent the domain  [[File:Vcatchmesh.eps.png|thumb|Figure 1: PIHM mesh and domain for the V-catchment. The geometry of the catchment and the channel is from [http://dx.doi.org/10.1016/S0022-1694(96)80014-X "P. Di Giammarco et al., 1996"]]]. The PIHM input file of the V-catchment is upload in . The users need the following step to finish the V-catchment simulation:
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    PIHM has been validated by the V-catchment. Here we prepared the input files for the V-catchment simulation. The V-catchment is benchmark example for the 2-D overland surface flow coupled with channel routing [http://dx.doi.org/10.1016/S0022-1694(96)80014-X "P. Di Giammarco et al., 1996"]. In the benchmark example, a rainfall event of 90-minute duration, 3e-6 m/s is applied on the V-catchment. The runoff at the outlet is usually compared for model validation. In this section, we shows how to use PIHM simulate the rainfall-runoff response of the V-catchment. PIHM uses triangular mesh to represent the domain. The grid resolution may vary. Here, we used 782 triangles ( the area ranges from 1534.9m<sup>2</sup> to 2379.5m<sup>2</sup>, with an average of 2046.0m<sup>2</sup>) to represent the domain  [[File:Vcatchmesh.eps.png|thumb|Figure 1: PIHM mesh and domain for the V-catchment. The geometry of the catchment and the channel is from [http://dx.doi.org/10.1016/S0022-1694(96)80014-X "P. Di Giammarco et al., 1996"]]]. The PIHM input file of the V-catchment is upload in figshare [http://dx.doi.org/10.6084/m9.figshare.1328521] . The users need the following step to finish the V-catchment simulation:<br>
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    Revision as of 16:55, 9 March 2015


    Details on how to do this task: Make data accessible

    PIHM has been validated by the V-catchment. Here we prepared the input files for the V-catchment simulation. The V-catchment is benchmark example for the 2-D overland surface flow coupled with channel routing "P. Di Giammarco et al., 1996". In the benchmark example, a rainfall event of 90-minute duration, 3e-6 m/s is applied on the V-catchment. The runoff at the outlet is usually compared for model validation. In this section, we shows how to use PIHM simulate the rainfall-runoff response of the V-catchment. PIHM uses triangular mesh to represent the domain. The grid resolution may vary. Here, we used 782 triangles ( the area ranges from 1534.9m2 to 2379.5m2, with an average of 2046.0m2) to represent the domain
    Figure 1: PIHM mesh and domain for the V-catchment. The geometry of the catchment and the channel is from "P. Di Giammarco et al., 1996"
    . The PIHM input file of the V-catchment is upload in figshare [1] . The users need the following step to finish the V-catchment simulation:
  • 1.
  • 2.

  • The data is from the experiment in 1974, at Shale Hills, PA
    Figure 2: Rainfall runoff responses during the irrigation experiment in 1974.
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