Make data accessible by Xuan Yu - Revision history

Xuan: Set PropertyValue: Progress = 100

2015-03-26T20:35:15Z

Set PropertyValue: Progress = 100

Xuan at 22:37, 12 March 2015

2015-03-12T22:37:41Z

Xuan at 16:50, 11 March 2015

2015-03-11T16:50:53Z

Xuan at 16:35, 11 March 2015

2015-03-11T16:35:29Z

Xuan at 16:35, 11 March 2015

2015-03-11T16:35:04Z

Xuan at 16:07, 11 March 2015

2015-03-11T16:07:35Z

Xuan at 17:31, 9 March 2015

2015-03-09T17:31:17Z

Xuan at 17:27, 9 March 2015

2015-03-09T17:27:53Z

Xuan at 17:26, 9 March 2015

2015-03-09T17:26:22Z

Xuan at 16:55, 9 March 2015

2015-03-09T16:55:51Z

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 	Expertise=Geosciences|
 	Owner=Xuan_Yu|
-	Progress=90|
+	Progress=100|
 	StartDate=2015-02-21|
 	TargetDate=2015-03-06|
 	Type=Low}}

@@ Line 2: / Line 2: @@
 <br/><b>Details on how to do this task:</b> [[Make data accessible]]<br/><br/>
 We provide two data sets for the PIHM modeling (we use PIHM2.2 to avoid any discrepancy).
-The first case is a benchmark problem: 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 a triangular mesh to represent the domain. The grid resolution may vary according to the users' requirement. 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 users need the following steps to finish the V-catchment simulation:<br>
+The first case is a benchmark problem: 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 a triangular mesh to represent the domain. The grid resolution may vary according to the users' requirement. 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 users need the following steps to finish the V-catchment simulation:<br>
 <li>1. Install PIHM on your computer.</li>
 <li>2. Download input files of V-catchment at [http://dx.doi.org/10.6084/m9.figshare.1328521]. </li>

@@ Line 1: / Line 1: @@
 [[Category:Task]]
 <br/><b>Details on how to do this task:</b> [[Make data accessible]]<br/><br/>
-We provide two data sets for the PIHM modeling.
+We provide two data sets for the PIHM modeling (we use PIHM2.2 to avoid any discrepancy).
-The first case is a benchmarking problem. 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 users need the following steps to finish the V-catchment simulation:<br>
+The first case is a benchmark problem: 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 a triangular mesh to represent the domain. The grid resolution may vary according to the users' requirement. 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 users need the following steps to finish the V-catchment simulation:<br>
 <li>1. Install PIHM on your computer.</li>
 <li>2. Download input files of V-catchment at [http://dx.doi.org/10.6084/m9.figshare.1328521]. </li>
@@ Line 10: / Line 10: @@
-Another simulation is for a real watershed. Please find the details at [http://dx.doi.org/10.1029/2006WR005752 "Qu and Duffy, 2007"]. Here we demonstrate how to reproduce the simulation with PIHM2.2. The data is from the experiment in 1974, at Shale Hills, PA [[File:1974.eps.png|thumb|Figure 3: Rainfall runoff responses during the irrigation experiment in 1974.]].
+Another simulation is PIHM application at a real watershed. Please find the details about the original application at [http://dx.doi.org/10.1029/2006WR005752 "Qu and Duffy, 2007"]. Here we demonstrate how to reproduce the simulation. The watershed data is from the experiment in 1974, at Shale Hills, PA. The rainfall runoff responses are shown in Figure 3[[File:1974.eps.png|thumb|Figure 3: Rainfall runoff responses during the irrigation experiment in 1974.]].
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@@ Line 1: / Line 1: @@
 [[Category:Task]]
 <br/><b>Details on how to do this task:</b> [[Make data accessible]]<br/><br/>
-We provide two data set for the PIHM modeling.
+We provide two data sets for the PIHM modeling.
 The first case is a benchmarking problem. 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 users need the following steps to finish the V-catchment simulation:<br>
 <li>1. Install PIHM on your computer.</li>

@@ Line 2: / Line 2: @@
 <br/><b>Details on how to do this task:</b> [[Make data accessible]]<br/><br/>
 We provide two data set for the PIHM modeling.
-The first case is a benchmarking problem. 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 users need the following step to finish the V-catchment simulation:<br>
+The first case is a benchmarking problem. 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 users need the following steps to finish the V-catchment simulation:<br>
-<li>1. Install PIHM at your computer.</li>
+<li>1. Install PIHM on your computer.</li>
 <li>2. Download input files of V-catchment at [http://dx.doi.org/10.6084/m9.figshare.1328521]. </li>
 <li>3. Run PIHM by the command "./pihm". </li>

@@ Line 6: / Line 6: @@
 <li>3. Run PIHM by the command "./pihm". </li>
 <li>4. Plot the column 18 of "vcat.rivFlx1". </li>
-You will be able to see the runoff response [File:Vcat.png|thumb|Figure 2: PIHM modeled hydrograph of the V-catchment].
+You will be able to see the runoff response [[File:Vcat.png|thumb|Figure 2: PIHM modeled hydrograph of the V-catchment]].

@@ Line 1: / Line 1: @@
 [[Category:Task]]
 <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:
+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>
-.
+<li>1.</li>
-.
+<li>2.</li>