private void SetCurrentSlopeUI(SlopeLine spl)
{
var xdata = spl.XData;
var s = SlopeData.Combine(xdata.Slopes, xdata.Platforms, true);
SetDGVDataSource(spl, s);
}
/// <summary> 提取所有的横断面块参照的信息 </summary>
public ExternalCmdResult SlopeWalk(DocumentModifier docMdf, SelectionSet impliedSelection)
{
bool cont;
var pl = GetSlopeLine(docMdf.acEditor, out cont);
while (cont)
{
if (pl != null)
{
//
var slpData = SlopeData.FromEntity(pl);
var formAddDefinition = new PropertyEditor("边坡参数", slpData);
//
var res = formAddDefinition.ShowDialog();
if (res == DialogResult.OK)
{
// var newSlpDa = formAddDefinition.Instance;
pl.UpgradeOpen();
// pl.XData = slpData.ToResultBuffer();
pl.DowngradeOpen();
}
}
//
pl = GetSlopeLine(docMdf.acEditor, out cont);
}
return(ExternalCmdResult.Commit);
}
private static double GetCutY(SlopeData slp, SubgradeSection sec, CutMethod method, double value)
{
double cutY = 0;
switch (method)
{
case CutMethod.从中心向外:
if (slp.FillCut)
{
cutY = sec.GetYFromElev(slp.TopElevation - value);
break;
}
else
{
cutY = sec.GetYFromElev(slp.BottomElevation + value);
break;
}
case CutMethod.从坡底向上:
cutY = sec.GetYFromElev(slp.BottomElevation + value);
break;
case CutMethod.从坡顶向下:
cutY = sec.GetYFromElev(slp.TopElevation - value);
break;
default: // 按绝对标高
cutY = sec.GetYFromElev(value);
break;
}
return(cutY);
}
/// <summary> 将子边坡按指定的交点进行剪切，并返回剪切后的新的子边坡集合 </summary>
/// <param name="data"></param>
/// <param name="intersSeg"></param>
/// <param name="intersPt"></param>
public List <Slope> CutSlopeSegment(SlopeData data, Slope intersSeg, Point3d intersPt)
{
var slopeSegs = data.Slopes;
var newSegs = new List <Slope>();
int mainLevel = intersSeg.GetMainLevel();
// 1. 先添加交叉边坡之前的子边坡
int sumBefore = 0;
for (int id = 0; id < slopeSegs.Count; id++)
{
var slp = slopeSegs[id];
if (slp.GetMainLevel() != mainLevel)
{
newSegs.Add(slp);
sumBefore += 1;
}
else
{
break;
}
}
// 2. 对交叉处的子边坡进行处理
var sumMainLevel = slopeSegs.Count(r => r.GetMainLevel() == mainLevel); // 此子边坡中已经有多少个更细的子边坡
int subLevelInters = intersSeg.GetSubLevel();
// 分割后，最内侧的子边坡的Index为 n.1,最外侧的子边坡的Index为 n.9,
int subL = 1;
for (int i = 0; i < sumMainLevel; i++)
{
// 此循环的过程中改写有一个子边坡与指定的相交边坡是同一个边坡
var seg = slopeSegs[sumBefore + i];
if (seg.GetSubLevel() == subLevelInters)
{
var seg1 = new Slope(Slope.GetIndex(mainLevel, subL), intersSeg.InnerPoint, intersPt);
var seg9 = new Slope(Slope.GetIndex(mainLevel, subL + 1), intersPt, intersSeg.OuterPoint);
SetProtectionMethod(intersSeg, seg1, seg9);
//
newSegs.Add(seg1);
newSegs.Add(seg9);
subL += 2;
}
else
{
seg.SetIndex(mainLevel, subL);
newSegs.Add(seg);
subL += 1;
}
}
// 修改最后一个的Index
// newSegs[sumBefore + sumMainLevel].SetIndex(mainLevel, 9);
// 3. 接着添加交叉边坡之后的子边坡
for (int i = sumBefore + sumMainLevel; i < slopeSegs.Count; i++)
{
newSegs.Add(slopeSegs[i]);
}
return(newSegs);
}
/// <summary> 提取指定边坡集合中的所有的防护形式（挂网喷锚_6 与 挂网喷锚_9 并不会合并） </summary>
public static string[] GetProtectionTypes(IEnumerable <SlopeData> slopeDatas)
{
return(slopeDatas
.SelectMany(r => SlopeData.Combine(r.Slopes, r.Platforms, false))
.Select(r => r.ProtectionMethod)
.Where(r => !string.IsNullOrEmpty(r))
.Distinct()
.ToArray());
}
/// <summary> 在两个相邻的边坡之间计算其每一个子边坡所占的宽度与几何面积 </summary>
/// <param name="backStation"></param>
/// <param name="backSlope">此属性不会为 null，如果某桩号某一侧没有边坡对象（是几何图形都没有，而不是因为挡墙覆盖而没有）时，则此属性的值为<seealso cref="SlopeData"/>的默认实例对象</param>
/// <param name="frontStation">其值可能为null，表示没有此边坡对象（是几何图形都没有，而不是因为挡墙覆盖而没有）</param>
/// <param name="frontSlope">此属性不会为 null，如果某桩号某一侧没有边坡对象（是几何图形都没有，而不是因为挡墙覆盖而没有）时，则此属性的值为<seealso cref="SlopeData"/>的默认实例对象</param>
public SlopeSegsGeom(double backStation, SlopeData backSlope, double frontStation, SlopeData frontSlope)
{
_backStation = backStation;
_backSlope = backSlope;
_frontStation = frontStation;
_frontSlope = frontSlope;
//
_stationWidth = Math.Abs(backStation - frontStation);
_middleStation = (backStation + frontStation) / 2;
ConstructSlopeSystem();
}
public void SaveGeoMap()
{
if (activeEditorHexTiles == null)
{
Debug.LogError("Unable to Save");
return;
}
else if (activeEditorHexTiles.Count == 0)
{
Debug.LogError("Unable to Save");
return;
}
Dictionary <Hex, Material> hexMaterials = new Dictionary <Hex, Material>();
Dictionary <Hex, Sprite> hexSprites = new Dictionary <Hex, Sprite>();
Dictionary <Hex, bool> hexWalkableFlags = new Dictionary <Hex, bool>();
Dictionary <Hex, MapHeight> hexHeights = new Dictionary <Hex, MapHeight>();
Dictionary <Hex, SlopeData> hexSlopeDatas = new Dictionary <Hex, SlopeData>();
foreach (var tile in activeEditorHexTiles)
{
Hex tileHex = tile.Key;
var tileData = tile.Value.data;
Material tileMaterial = tileData.hexMaterial;
Debug.Assert(tileMaterial != null, "Material null on the editor hex data", tileData);
Sprite tileSprite = tileData.sprite;
Debug.Assert(tileSprite != null, "Sprite null on the editor hex data", tileData);
bool tileWalkableFlag = tileData.walkable;
MapHeight tileHeight = tileData.heightLevel;
SlopeData slopeData = new SlopeData()
{
isSlope = tileData.isSlope,
heightSide_0tr = tileData.heightSide_TopRight,
heightSide_1r = tileData.heightSide_Right,
heightSide_2dr = tileData.heightSide_DownRight,
heightSide_3dl = tileData.heightSide_DownLeft,
heightSide_4l = tileData.heightSide_Left,
heightSide_5tl = tileData.heightSide_TopLeft
};
hexMaterials.Add(tileHex, tileMaterial);
hexSprites.Add(tileHex, tileSprite);
hexWalkableFlags.Add(tileHex, tileWalkableFlag);
hexHeights.Add(tileHex, tileHeight);
hexSlopeDatas.Add(tileHex, slopeData);
}
editingMap.InitMap(hexMaterials, hexSprites, hexWalkableFlags, hexHeights, hexSlopeDatas, mapProportions);
//var serializedObj = new UnityEditor.SerializedObject(editingMap);
//serializedObj.ApplyModifiedProperties();
EditorUtility.SetDirty(editingMap);
}
private static void GetHeightLevels(DoubleSlopeDirection doubleSlopeDirection, SlopeData slopeData, out int bottomLevel, out int upperLevel)
{
switch (doubleSlopeDirection)
{
case DoubleSlopeDirection.UDEFINDED:
bottomLevel = 0;
upperLevel = 0;
Debug.LogError("The double slope direction is undefined. You may want to use the simple slope directions instead");
break;
case DoubleSlopeDirection.TOP_LEFT:
bottomLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_1r);
upperLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_4l);
break;
case DoubleSlopeDirection.TOP:
bottomLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_2dr);
upperLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_5tl);
break;
case DoubleSlopeDirection.TOP_RIGHT:
bottomLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_3dl);
upperLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_0tr);
break;
case DoubleSlopeDirection.DOWN_RIGHT:
bottomLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_4l);
upperLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_1r);
break;
case DoubleSlopeDirection.DOWN:
bottomLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_5tl);
upperLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_2dr);
break;
case DoubleSlopeDirection.DOWN_LEFT:
bottomLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_0tr);
upperLevel = GeographicTile.GetValueOfHeight(slopeData.heightSide_3dl);
break;
default:
bottomLevel = 0;
upperLevel = 0;
Debug.LogError("The double slope direction is undefined. You may want to use the simple slope directions instead");
break;
}
}
/// <summary> 将一侧边坡中的所有子边坡进行缝合 </summary>
/// <param name="slpDt"></param>
/// <param name="dir"></param>
/// <returns>如果成功缝合，则返回 true，如果此侧边坡中原来就没有被分割，则返回 false</returns>
private bool MergeSlope(SlopeData slpDt, MergeProtectionDirection dir)
{
bool merged = false;
var newSlopes = new List <Slope>();
var lastSubSlopeSegs = new List <Slope>();
if (slpDt.Slopes.Count > 0)
{
int lastMainLevel = slpDt.Slopes[0].GetMainLevel();
foreach (var s in slpDt.Slopes)
{
if (s.GetMainLevel() != lastMainLevel)
{
// 先处理上一级子边坡中的所有更细子边坡
if (lastSubSlopeSegs.Count > 0)
{
var mergedSlope = MergeSubSlopes(lastSubSlopeSegs, slpDt.FillCut, dir);
merged = true;
newSlopes.Add(mergedSlope);
lastSubSlopeSegs = new List <Slope>();
}
//
lastMainLevel = s.GetMainLevel();
}
if (s.GetSubLevel() != 0)
{
SlopeLine.EraseText(s, _docMdf.acDataBase);
lastSubSlopeSegs.Add(s);
}
else
{
// 将本级子边坡添加进来
newSlopes.Add(s);
}
}
// 处理最后一级的多个细子边坡
if (lastSubSlopeSegs.Count > 0)
{
var mergedSlope = MergeSubSlopes(lastSubSlopeSegs, slpDt.FillCut, dir);
merged = true;
newSlopes.Add(mergedSlope);
}
}
slpDt.Slopes = newSlopes;
return(merged);
}
/// <summary> 根据两个断面的边坡对象，来计算其各自所占的边坡区域（几何计算，无关于防护方式） </summary>
/// <param name="backStation"></param>
/// <param name="backSlopeData"></param>
/// <param name="frontStation"></param>
/// <param name="frontSlopeData"></param>
/// <param name="backSlopeInfo"></param>
/// <param name="backPlatformInfo"></param>
/// <param name="frontSlopeInfo"></param>
/// <param name="frontPlatformInfo"></param>
private static void ExpandSlope(double backStation, SlopeData backSlopeData,
double frontStation, SlopeData frontSlopeData,
ref Dictionary <double, SlopeSegInfo> backSlopeInfo, ref Dictionary <double, SlopeSegInfo> backPlatformInfo,
ref Dictionary <double, SlopeSegInfo> frontSlopeInfo, ref Dictionary <double, SlopeSegInfo> frontPlatformInfo)
{
double length;
double area;
// 1. 从后往前算
var ssg = new SlopeSegsGeom(backStation, backSlopeData, frontStation, frontSlopeData);
foreach (var bSlope in backSlopeData.Slopes)
{
ssg.GetBackSlopeLengthAndArea(bSlope, out length, out area);
var ssi = backSlopeInfo[bSlope.Index];
ssi.FrontStation = backStation + length;
ssi.FrontArea = area;
}
foreach (var bPltfm in backSlopeData.Platforms)
{
ssg.GetBackPlatformLengthAndArea(bPltfm, out length, out area);
var ssi = backPlatformInfo[bPltfm.Index];
ssi.FrontStation = backStation + length;
ssi.FrontArea = area;
}
// 2. 从前往后算
ssg = new SlopeSegsGeom(frontStation, frontSlopeData, backStation, backSlopeData);
foreach (var fSlope in frontSlopeData.Slopes)
{
ssg.GetBackSlopeLengthAndArea(fSlope, out length, out area);
var ssi = frontSlopeInfo[fSlope.Index];
ssi.BackStation = frontStation - length;
ssi.BackArea = area;
}
foreach (var fPltfm in frontSlopeData.Platforms)
{
ssg.GetBackPlatformLengthAndArea(fPltfm, out length, out area);
var ssi = frontPlatformInfo[fPltfm.Index];
ssi.BackStation = frontStation - length;
ssi.BackArea = area;
}
}
private void ChangeSelectedSlopeProtection(ISlopeSeg baseSeg)
{
var changedSlp = dgv.Tag as SlopeLine;
var changedXdata = changedSlp.XData;
var seperateFillCut = checkBox_SeperateFillCut.Checked; // 在统一修改时区分填方与挖方
//
foreach (SlopeLine slp in listBox_slopes.SelectedItems)
{
var xdata = slp.XData;
if (!seperateFillCut || changedXdata.FillCut == xdata.FillCut)
{
var slopes = SlopeData.Combine(slp.XData.Slopes, slp.XData.Platforms, false);
foreach (var s in slopes)
{
if (s.Type == baseSeg.Type && s.Index == baseSeg.Index)
{
s.ProtectionMethod = baseSeg.ProtectionMethod;
}
}
}
}
}
/// <summary> 从边坡线所绑定的防护方式的文字对象来设置防护 </summary>
public ExternalCmdResult FlushProtection(DocumentModifier docMdf, SelectionSet impliedSelection)
{
_docMdf = docMdf;
SQUtils.SubgradeEnvironmentConfiguration(docMdf);
// var allSections = ProtectionUtils.GetAllSections(docMdf);
var slopeLines = SQUtils.SelecteExistingSlopeLines(docMdf, left: null, sort: true);
// 从文字中提取边坡防护方式的数据
foreach (var slp in slopeLines)
{
var xdata = slp.XData;
var slpSegs = SlopeData.Combine(xdata.Slopes, xdata.Platforms, sort: false);
foreach (var s in slpSegs)
{
SlopeLine.ExtractProtectionFromText(s, _docMdf.acDataBase);
}
// 将数据保存下来
slp.Pline.UpgradeOpen();
slp.FlushXData();
slp.Pline.DowngradeOpen();
}
return(ExternalCmdResult.Commit);
}
/// <summary> 构造函数 </summary>
/// <param name="station"></param>
/// <param name="slopeLine">此参数的值可能为 null ，表示此桩号断面上没有对应边坡 </param>
public SlopeExpands(double station, SlopeLine slopeLine, bool onLeft)
{
//
Station = station;
SlopeInfo = new Dictionary <double, SlopeSegInfo>();
PlatformInfo = new Dictionary <double, SlopeSegInfo>();
if (slopeLine != null)
{
XData = slopeLine.XData;
}
else
{
XData = new SlopeData(station, onLeft);
}
// ConstructSlopeSegInfo();
foreach (var sd in XData.Slopes)
{
SlopeInfo.Add(sd.Index, new SlopeSegInfo(0, 0, 0, 0));
}
foreach (var sd in XData.Platforms)
{
PlatformInfo.Add(sd.Index, new SlopeSegInfo(0, 0, 0, 0));
}
}
/// <summary> 根据前后边坡对象构造二维边坡系统 </summary>
private void ConstructSlopeSystem()
{
double backBaseHeight = Math.Abs(_backSlope.RetainingWallHeight);
// 后方边坡
double innerLength = backBaseHeight; // 斜坡长度
double outterLength = innerLength; // 斜坡长度
var backSign = _backSlope.FillCut ? -1 : 1;
_backSlopePoints = new Dictionary <double, Point2d[]>();
var segs = SlopeData.Combine(_backSlope.Slopes, _backSlope.Platforms, true);
foreach (var bs in segs)
{
if (bs.Type == SlopeSegType.边坡)
{
outterLength = innerLength + bs.Length;
_backSlopePoints.Add(bs.Index,
new Point2d[]
{ new Point2d(_backStation, backSign * innerLength), new Point2d(_backStation, backSign * outterLength) });
innerLength = outterLength;
}
else
{
// Point2d[] 数组中两个值是相同的
_backSlopePoints.Add(-bs.Index,
new Point2d[]
{ new Point2d(_backStation, backSign * innerLength), new Point2d(_backStation, backSign * innerLength) });
}
}
//_maxBackSlopeIndex = _backSlope.Slopes.Count > 0 ? _backSlope.Slopes.Last().Index : 0;
// _backEdge = _maxBackSlopeIndex > 0 ? _backSlopePoints[_maxBackSlopeIndex][1] : new Point2d(_backStation, 0);
_backEdge = new Point2d(_backStation, backSign * outterLength);
// 前方边坡
var frontSign = _frontSlope.FillCut ? -1 : 1;
double frontBaseHeight = Math.Abs(_frontSlope.RetainingWallHeight);
innerLength = frontBaseHeight;
outterLength = innerLength;
_frontSlopePoints = new Dictionary <double, Point2d[]>();
segs = SlopeData.Combine(_frontSlope.Slopes, _frontSlope.Platforms, true);
foreach (var bs in segs)
{
if (bs.Type == SlopeSegType.边坡)
{
outterLength = innerLength + bs.Length;
_frontSlopePoints.Add(bs.Index,
new Point2d[]
{
new Point2d(_frontStation, frontSign * innerLength), new Point2d(_frontStation, frontSign * outterLength)
});
innerLength = outterLength;
}
else
{
// Point2d[] 数组中两个值是相同的
_frontSlopePoints.Add(-bs.Index,
new Point2d[]
{ new Point2d(_frontStation, frontSign * innerLength), new Point2d(_frontStation, frontSign * innerLength) });
}
}
//_maxFrontSlopeIndex = _frontSlope.Slopes.Count > 0 ? _frontSlope.Slopes.Last().Index : 0;
// _frontEdge = _maxFrontSlopeIndex > 0 ? _frontSlopePoints[_maxFrontSlopeIndex][1] : new Point2d(_frontStation, 0);
_frontEdge = new Point2d(_frontStation, frontSign * outterLength);
// 开口线
_开口线 = new Line2d(_backEdge, _frontEdge);
}
/// <summary> 某一个断面边坡中，与指定防护相匹配的子边坡的信息 </summary>
/// <param name="sd"></param>
/// <param name="se"></param>
/// <param name="protectionMethod"></param>
/// <param name="matchedSlopes">在此断面中，与指定防护相匹配的子边坡的 Index</param>
/// <param name="matchedPlatforms">在此断面中，与指定防护相匹配的子平台的 Index</param>
/// <param name="backEdgeStation">在此断面中，指定防护方式所占据的最小的桩号位置</param>
/// <param name="frontEdgeStation">在此断面中，指定防护方式所占据的最大的桩号位置</param>
/// <param name="area">在此断面中，指定防护方式在断面左右所占据的总面积</param>
/// <returns></returns>
private ProtectionRange IdentifyProtectionRange(SlopeData sd, SlopeExpands se, string protectionMethod,
out List <double> matchedSlopes, out List <double> matchedPlatforms, out double backEdgeStation,
out double frontEdgeStation, out double area)
{
var rg = ProtectionRange.None;
matchedSlopes = new List <double>();
matchedPlatforms = new List <double>();
frontEdgeStation = AllStations[0];
backEdgeStation = AllStations[AllStations.Length - 1];
area = 0;
//
bool allSlopes = sd.Slopes.Count > 0;
foreach (var s in sd.Slopes)
{
if (s.ProtectionMethod != protectionMethod)
{
allSlopes = false;
}
else
{
var ssinfo = se.SlopeInfo[s.Index];
backEdgeStation = Math.Min(backEdgeStation, ssinfo.BackStation);
frontEdgeStation = Math.Max(frontEdgeStation, ssinfo.FrontStation);
area += ssinfo.BackArea + ssinfo.FrontArea;
matchedSlopes.Add(s.Index);
}
}
bool allPlatform = sd.Platforms.Count > 0;
foreach (var p in sd.Platforms)
{
if (p.ProtectionMethod != protectionMethod)
{
allPlatform = false;
}
else
{
var ssinfo = se.PlatformInfo[p.Index];
backEdgeStation = Math.Min(backEdgeStation, ssinfo.BackStation);
frontEdgeStation = Math.Max(frontEdgeStation, ssinfo.FrontStation);
area += ssinfo.BackArea + ssinfo.FrontArea;
matchedPlatforms.Add(p.Index);
}
}
if (allSlopes)
{
if (allPlatform)
{
rg = ProtectionRange.AllSection;
}
else if (matchedPlatforms.Count > 0)
{
rg = ProtectionRange.AllSlopes | ProtectionRange.PartialPlatforms;
}
else
{
rg = ProtectionRange.AllSlopes;
}
}
else if (allPlatform)
{
if (allSlopes)
{
rg = ProtectionRange.AllSection;
}
else if (matchedSlopes.Count > 0)
{
rg = ProtectionRange.AllPlatforms | ProtectionRange.PartialSlopes;
}
else
{
rg = ProtectionRange.AllPlatforms;
}
}
// 说明既没有全边坡，也没有全平台
else if (matchedSlopes.Count > 0 && matchedPlatforms.Count == 0)
{
rg = ProtectionRange.PartialSlopes;
}
else if (matchedPlatforms.Count > 0 && matchedSlopes.Count == 0)
{
rg = ProtectionRange.PartialPlatforms;
}
else if (matchedPlatforms.Count > 0 && matchedSlopes.Count > 0)
{
rg = ProtectionRange.PartialPlatforms | ProtectionRange.PartialSlopes;
}
else
{
rg = ProtectionRange.None;
}
return(rg);
}
private static void GetTheDirectionAndTypeOfSlope(SlopeData slopeData, out bool isSimpleSlope, out SimpleSlopeDirection simpleSlopeDirection, out DoubleSlopeDirection doubleSlopeDirection)
{
doubleSlopeDirection = DoubleSlopeDirection.UDEFINDED;
simpleSlopeDirection = SimpleSlopeDirection.UNDEFINED;
var topRight_h = slopeData.heightSide_0tr;
var right_h = slopeData.heightSide_1r;
var downRight_h = slopeData.heightSide_2dr;
var downLeft_h = slopeData.heightSide_3dl;
var left_h = slopeData.heightSide_4l;
var topLeft_h = slopeData.heightSide_5tl;
bool simple_TopRight = topRight_h != right_h && topRight_h != left_h && left_h == downRight_h && left_h == downLeft_h && right_h == topLeft_h;
bool simple_Right = right_h != topRight_h && right_h != left_h && left_h == downLeft_h && left_h == topLeft_h && topRight_h == downRight_h;
bool simple_DownRight = downRight_h != right_h && downRight_h != left_h && left_h == topRight_h && left_h == topLeft_h && right_h == downLeft_h;
bool simple_DownLeft = downLeft_h != left_h && downLeft_h != right_h && right_h == topRight_h && right_h == topLeft_h && left_h == downRight_h;
bool simple_Left = left_h != downLeft_h && left_h != right_h && right_h == topRight_h && right_h == downRight_h && downLeft_h == topLeft_h;
bool simple_TopLeft = topLeft_h != left_h && topLeft_h != right_h && right_h == downLeft_h && right_h == downRight_h && left_h == topRight_h;
bool double_TopRight = topRight_h == right_h && right_h != downRight_h && right_h != left_h && left_h == downLeft_h && downRight_h == topLeft_h;
bool double_DownRight = right_h == downRight_h && right_h != downLeft_h && right_h != left_h && left_h == topLeft_h && downLeft_h == topRight_h;
bool double_Down = downRight_h == downLeft_h && downRight_h != right_h && downRight_h != topLeft_h && right_h == left_h && topLeft_h == topRight_h;
bool double_DownLeft = downLeft_h == left_h && downLeft_h != downRight_h && downLeft_h != right_h && right_h == topRight_h && downRight_h == topLeft_h;
bool double_TopLeft = left_h == topLeft_h && left_h != downLeft_h && left_h != right_h && right_h == downRight_h && downLeft_h == topRight_h;
bool double_Top = topLeft_h == topRight_h && topLeft_h != right_h && topLeft_h != downLeft_h && downLeft_h == downRight_h && right_h == left_h;
if (simple_TopRight)
{
simpleSlopeDirection = SimpleSlopeDirection.TOP_RIGHT;
isSimpleSlope = true;
return;
}
else if (simple_Right)
{
simpleSlopeDirection = SimpleSlopeDirection.RIGHT;
isSimpleSlope = true;
return;
}
else if (simple_DownRight)
{
simpleSlopeDirection = SimpleSlopeDirection.DOWN_RIGHT;
isSimpleSlope = true;
return;
}
else if (simple_DownLeft)
{
simpleSlopeDirection = SimpleSlopeDirection.DOWN_LEFT;
isSimpleSlope = true;
return;
}
else if (simple_Left)
{
simpleSlopeDirection = SimpleSlopeDirection.LEFT;
isSimpleSlope = true;
return;
}
else if (simple_TopLeft)
{
simpleSlopeDirection = SimpleSlopeDirection.TOP_LEFT;
isSimpleSlope = true;
return;
}
else if (double_TopRight)
{
doubleSlopeDirection = DoubleSlopeDirection.TOP_RIGHT;
isSimpleSlope = false;
return;
}
else if (double_DownRight)
{
doubleSlopeDirection = DoubleSlopeDirection.DOWN_RIGHT;
isSimpleSlope = false;
return;
}
else if (double_Down)
{
doubleSlopeDirection = DoubleSlopeDirection.DOWN;
isSimpleSlope = false;
return;
}
else if (double_DownLeft)
{
doubleSlopeDirection = DoubleSlopeDirection.DOWN_LEFT;
isSimpleSlope = false;
return;
}
else if (double_TopLeft)
{
doubleSlopeDirection = DoubleSlopeDirection.TOP_LEFT;
isSimpleSlope = false;
return;
}
else if (double_Top)
{
doubleSlopeDirection = DoubleSlopeDirection.TOP;
isSimpleSlope = false;
return;
}
else
{
throw new System.Exception($"The slope tile doest't have a valid format! it's values are; \n" +
$"Top right:{ topRight_h}\nRight:{right_h}\nDown right:{downRight_h}\nDown left:{downLeft_h}\nLeft:{left_h}\nTop left:{topLeft_h}");
}
}
