protected override void ValidateAGInputData(AboveGradeProperties agDta, bool isCfgE = false)
{
if (isCfgE)
{
ValdiateConfigEAreaVolumeData(agDta);
}
}
public void TestRectangularBasinSerialization()
{
var c = Catchment.Make("TestRectBasin",
InfiltrationTestProcedure.OpenPit,
PRStatus.Fail, 3.56m,
HierarchyLevel.DischargeToRiverSlough,
23456, 45, 56, 6, 8,
RectangularBasin.Make(true, 6.2m,
Configuration.ConfigA,
AboveGradeProperties.Make(234m, 8.9m,
70m, 0.23m, 6.7m, 5.34m,
4.5m, 9.0m, 7.6m),
BelowGradeProperties.Make(0.89m, 87.5m,
6m, 5.4m, .6m, 0.45m,
Orifice.Make(1.6m))));
using (var sw = new StringWriter())
using (var xwrtr = XmlWriter.Create(sw))
{
var ser = new XmlSerializer(typeof(Catchment));
ser.Serialize(xwrtr, c);
var s = sw.ToString();
Assert.IsNotNull(s);
}
}
public void TestUserDefinedBasinSerialization()
{
var c = Catchment.Make("TestUserDefined",
InfiltrationTestProcedure.OpenPit,
PRStatus.Fail, 3.56m,
HierarchyLevel.DischargeToRiverSlough,
23456, 45, 56, 6, 8,
UserDefinedBasin.Make(true, Configuration.ConfigA, 6.2m,
AboveGradeProperties.Make(234m, 8.9m,
70m, 0.23m, 6.7m, 5.34m,
4.5m, 9.0m, 7.6m),
BelowGradeProperties.Make(0.76m, 87.5m,
5.2m, 223.4m, 6m, 0.56m,
Orifice.Make(1.6m))));
var scenario = Scenario.Make("sloped", c, DateTime.UtcNow, ExpectedResult.Empty);
using (var sw = new StringWriter())
using (var xwrtr = XmlWriter.Create(sw))
{
var ser = new XmlSerializer(typeof(Scenario));
ser.Serialize(xwrtr, scenario);
var s = sw.ToString();
Assert.IsNotNull(s);
}
}
private Catchment MakeCatchment()
{
var segs = Segments.Empty;
segs.Add(Segment.Make(1,
12.7m, 7.5m, 0.25m,
5.4m, 0.6m, 0.63m,
13.5m, 11.7m));
segs.Add(Segment.Make(2,
42.1m, 5.6m, 0.25m,
8.2m, 0.45m, 0.35m,
10.9m, 11.7m));
return(Catchment.Make("TestSlopedFacility",
InfiltrationTestProcedure.OpenPit,
PRStatus.Fail, 3.56m,
HierarchyLevel.DischargeToRiverSlough,
23456, 45, 56, 6, 8,
SlopedFacility.Make(true,
Configuration.ConfigA, 5.2m,
AboveGradeProperties.Make(222m, 5.3m,
187m, 0.9m, 7.2m, 4.5m,
287m, 5.4m, 87m),
BelowGradeProperties.Make(56, 87.5m,
11.2m, 6.9m, 5.5m, 0.23m,
Orifice.Make(1.6m)),
segs)));
}
protected override void ValidateAGInputData(
AboveGradeProperties agDta, bool isCfgE = false)
{
if (!agDta.BottomArea.HasValue)
{
throw new PACInputDataException(
"Bottom Area is required for calculations",
"Bottom Area");
}
if (!agDta.BottomWidth.HasValue)
{
throw new PACInputDataException(
"BottomWidth is required for calculations",
"BottomWidth");
}
// --------------------------------------
if (!agDta.SideSlope.HasValue)
{
throw new PACInputDataException(
"SideSlope is required for calculations",
"SideSlope");
}
// -------------------------------------
if (isCfgE && !agDta.OverflowHeight.HasValue)
{
throw new PACInputDataException(
"OverflowHeight, (height of first overflow pipe opening), " +
"is required for calculations",
"OverflowHeight");
}
// -------------------------------------
if (!agDta.FreeboardDepth.HasValue)
{
throw new PACInputDataException(
"Freeboard Depth is required for calculations",
"FreeboardDepth");
}
// -------------------------------------
if (isCfgE)
{
ValdiateConfigEAreaVolumeData(agDta);
}
}
private string MakeCatchmentString()
{
var segs = Segments.Empty;
segs.AddSegment(Segment.Make(
12.7m, 7.5m, 0.25m,
5.4m, 0.6m, 0.63m,
13.5m, 11.7m));
segs.AddSegment(Segment.Make(
42.1m, 5.6m, 0.25m,
8.2m, 0.45m, 0.35m,
10.9m, 11.7m));
var c = Catchment.Make("TestSlopedFacility",
InfiltrationTestProcedure.OpenPit,
PRStatus.Fail, 3.56m,
HierarchyLevel.DischargeToRiverSlough,
23456, 45, 56, 6, 8,
SlopedFacility.Make(true,
Configuration.ConfigA, 5.2m,
AboveGradeProperties.Make(222m, 5.3m,
187m, 0.9m, 7.2m, 4.5m,
287m, 5.4m, 87m),
BelowGradeProperties.Make(56, 87.5m,
11.2m, 6.9m, 5.5m, 0.23m,
Orifice.Make(1.6m)),
segs));
using (var sw = new StringWriter())
using (var xwrtr = XmlWriter.Create(sw))
{
var ser = new XmlSerializer(typeof(Catchment));
ser.Serialize(xwrtr, c);
return(sw.ToString());
}
}
private static Catchment MakeFlatPlanterCatchment(
decimal blndSoilDepth, InfiltrationTestProcedure ift,
decimal natInfRate, HierarchyLevel lvl, Configuration cfg,
decimal impArea, int preCN, int postCn,
int preTC, int postTC, decimal infPcnt, decimal botArea, decimal botWidth,
decimal botPerimeter, decimal ss, decimal freeBrd, decimal ovflHgt,
decimal ovflSA, decimal ovflEHgt, decimal ovflESA, decimal rockBotArea,
decimal rockStrgDepth, decimal rockWidth, decimal porosity,
decimal belowPipeStrgDepth, decimal?orificeDiameter, OrificeReason rsn)
{
return(Catchment.Make("FlatPlanterTestCatchment",
ift, PRStatus.Pass, natInfRate,
lvl, impArea, preCN, postCn, preTC, postTC,
FlatPlanter.Make(true, blndSoilDepth, cfg,
AboveGradeProperties.Make(botArea,
botWidth, botPerimeter, ss, freeBrd,
ovflHgt, ovflSA,
ovflEHgt, ovflESA),
BelowGradeProperties.Make(infPcnt, rockBotArea,
rockStrgDepth, rockWidth, porosity, belowPipeStrgDepth,
orificeDiameter.HasValue?
Orifice.Make(orificeDiameter.Value):
Orifice.Make(rsn)))));
}
public void TestSlopedFacilitySerialization()
{
var segs = Segments.Empty;
segs.AddSegment(Segment.Make(
12.7m, 7.5m, 0.25m,
5.4m, 0.6m, 0.63m,
13.5m, 11.7m));
segs.AddSegment(Segment.Make(
21.7m, 5.6m, 0.25m,
8.2m, 0.45m, 0.35m,
10.9m, 11.7m));
var c = Catchment.Make("TestSlopedFacility",
InfiltrationTestProcedure.OpenPit,
PRStatus.Fail, 3.56m,
HierarchyLevel.DischargeToRiverSlough,
23456, 45, 56, 6, 8,
SlopedFacility.Make(true,
Configuration.ConfigA, 5.2m,
AboveGradeProperties.Make(222m, 5.3m,
187m, 0.9m, 7.2m, 4.5m,
287m, 5.4m, 87m),
BelowGradeProperties.Make(56, 87.5m,
223.4m, 11.2m,
6.9m, 6m,
Orifice.Make(1.6m)),
segs));
var rslt = ExpectedResult.Make("sloped");
rslt.StormResults = StormResults.Empty;
rslt.StormResults.AddRange(new[]
{
StormResult.Make(DesignStorm.WQ, PRStatus.Pass),
StormResult.Make(DesignStorm.TwoYear, PRStatus.Pass),
//StormResult.Make(DesignStorm.HalfTwoYear, PRStatus.Pass),
StormResult.Make(DesignStorm.FivYear, PRStatus.Pass),
StormResult.Make(DesignStorm.TenYear, PRStatus.Pass),
StormResult.Make(DesignStorm.TwntyFiv, PRStatus.Pass)
});
foreach (var se in rslt.StormResults)
{
var rnd = new Random();
se.Timesteps = Timesteps.Empty;
for (var ts = 1; ts <= 144; ts++)
{
se.Timesteps.AddTimestep(ts,
2m * (decimal)rnd.NextDouble(),
2m * (decimal)rnd.NextDouble(),
2m * (decimal)rnd.NextDouble(),
10.4m * (decimal)rnd.NextDouble(),
10.4m * (decimal)rnd.NextDouble(),
3.6m * (decimal)rnd.NextDouble(),
12.6m * (decimal)rnd.NextDouble(),
12.6m * (decimal)rnd.NextDouble(),
23.1m * (decimal)rnd.NextDouble());
}
}
var scenario = Scenario.Make("sloped", c, DateTime.UtcNow, rslt);
using (var sw = new StringWriter())
using (var xwrtr = XmlWriter.Create(sw))
{
var ser = new XmlSerializer(typeof(Scenario));
ser.Serialize(xwrtr, scenario);
var s = sw.ToString();
Assert.IsNotNull(s);
}
}