Mercurial > dive4elements > river
annotate artifacts/src/main/java/org/dive4elements/river/artifacts/sinfo/flood_duration/FloodDurationCalculator.java @ 9269:83ebeb620b5a
Station specific main value annotations in S-Info flood duration curve, corrected infrastructure flood duration calculation
author | mschaefer |
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date | Thu, 19 Jul 2018 08:07:03 +0200 |
parents | 465347d12990 |
children | bcbae86ce7b3 |
rev | line source |
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9145 | 1 /** Copyright (C) 2017 by Bundesanstalt für Gewässerkunde |
2 * Software engineering by | |
3 * Björnsen Beratende Ingenieure GmbH | |
4 * Dr. Schumacher Ingenieurbüro für Wasser und Umwelt | |
5 * | |
6 * This file is Free Software under the GNU AGPL (>=v3) | |
7 * and comes with ABSOLUTELY NO WARRANTY! Check out the | |
8 * documentation coming with Dive4Elements River for details. | |
9 */ | |
10 package org.dive4elements.river.artifacts.sinfo.flood_duration; | |
11 | |
12 import java.util.ArrayList; | |
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13 import java.util.Collection; |
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14 import java.util.HashMap; |
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15 import java.util.List; |
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16 import java.util.Map; |
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17 import java.util.Set; |
9145 | 18 |
19 import org.apache.commons.lang.math.DoubleRange; | |
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20 import org.dive4elements.artifacts.CallContext; |
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21 import org.dive4elements.river.artifacts.WINFOArtifact; |
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22 import org.dive4elements.river.artifacts.access.ComputationRangeAccess; |
9145 | 23 import org.dive4elements.river.artifacts.common.GeneralResultType; |
24 import org.dive4elements.river.artifacts.common.ResultRow; | |
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25 import org.dive4elements.river.artifacts.model.Calculation; |
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26 import org.dive4elements.river.artifacts.model.Calculation.Problem; |
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27 import org.dive4elements.river.artifacts.model.CalculationResult; |
9252 | 28 import org.dive4elements.river.artifacts.model.WQDay; |
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29 import org.dive4elements.river.artifacts.model.WQKms; |
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30 import org.dive4elements.river.artifacts.model.WstValueTable; |
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31 import org.dive4elements.river.artifacts.model.WstValueTable.QPosition; |
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32 import org.dive4elements.river.artifacts.model.WstValueTableFactory; |
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33 import org.dive4elements.river.artifacts.resources.Resources; |
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34 import org.dive4elements.river.artifacts.sinfo.common.GaugeDurationValuesFinder; |
9145 | 35 import org.dive4elements.river.artifacts.sinfo.common.RiverInfoProvider; |
36 import org.dive4elements.river.artifacts.sinfo.common.SInfoResultType; | |
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37 import org.dive4elements.river.artifacts.sinfo.flood_duration.RiversideRadioChoice.RiversideChoiceKey; |
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38 import org.dive4elements.river.exports.WaterlevelDescriptionBuilder; |
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39 import org.dive4elements.river.jfree.StickyAxisAnnotation; |
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40 import org.dive4elements.river.jfree.StickyAxisAnnotation.SimpleAxis; |
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41 import org.dive4elements.river.model.Attribute.AttributeKey; |
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42 import org.dive4elements.river.model.Gauge; |
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43 import org.dive4elements.river.model.sinfo.InfrastructureValue; |
9145 | 44 |
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45 import gnu.trove.TDoubleArrayList; |
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46 |
9145 | 47 /** |
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48 * Calculation of the result rows of the flood duration of the infrastructures in a river km range |
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49 * and selected main value durations |
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50 * |
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51 * @author Matthias Schäfer |
9145 | 52 */ |
53 final class FloodDurationCalculator { | |
54 | |
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55 private final List<ResultRow> rows = new ArrayList<>(); |
9145 | 56 |
57 private final RiverInfoProvider riverInfoProvider; | |
58 | |
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59 private final CallContext context; |
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61 public FloodDurationCalculator(final CallContext context, final RiverInfoProvider riverInfoProvider) { |
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62 this.context = context; |
9145 | 63 this.riverInfoProvider = riverInfoProvider; |
64 } | |
65 | |
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66 /** |
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67 * Calculate the infrastructures flood duration result rows |
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68 */ |
9252 | 69 public void execute(final Calculation problems, final String label, final DoubleRange calcRange, |
70 final RiversideChoiceKey riverside, final WINFOArtifact winfo, final FloodDurationCalculationResults results) { | |
9145 | 71 |
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72 // Find all gauges of the calc range, and create the duration finders |
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73 final Map<Gauge, GaugeDurationValuesFinder> durFinders = new HashMap<>(); |
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74 Gauge firstGauge = null; |
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75 for (final Gauge gauge : this.riverInfoProvider.getRiver().determineGauges(calcRange.getMinimumDouble(), calcRange.getMaximumDouble())) { |
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76 durFinders.put(gauge, GaugeDurationValuesFinder.loadValues(gauge, problems)); |
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77 if (firstGauge == null) |
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78 firstGauge = gauge; |
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79 } |
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80 |
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81 // Find all infrastructures within the calc range |
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82 final AttributeKey bankKey = riverside.getAttributeKey(); |
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83 final List<InfrastructureValue> infras = InfrastructureValue.getValues(this.riverInfoProvider.getRiver(), calcRange.getMinimumDouble(), |
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84 calcRange.getMaximumDouble(), bankKey); |
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85 |
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86 // Merge all stations (range/step, borders of gauge ranges, infrastructures) |
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87 final Map<Double, InfrastructureValue> allStations = new HashMap<>(); |
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88 final Map<Double, InfrastructureValue> secondBank = new HashMap<>(); // any second infrastructure in case of both-banks-option |
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89 addRangeStations(allStations, winfo); |
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90 addGaugeLimits(allStations, durFinders.keySet(), calcRange.getMinimumDouble(), calcRange.getMaximumDouble()); |
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91 addInfrastructures(allStations, secondBank, infras); |
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92 final double[] stationsSorted = sortStations(allStations.keySet()); |
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93 |
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94 // Calculate W and Q for all stations and the selected discharge states |
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95 // TODO Geht das schneller, wenn man WstValueTable statt WINFOArtifact.computeWaterlevelData nutzt? |
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96 final WQKms[] wqkmsArray = calculateWaterlevels(winfo, stationsSorted, problems); |
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97 |
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98 // Determine discharge state labels of the main values |
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99 updateMainValueLabels(wqkmsArray, winfo, problems); |
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100 |
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101 // Load base wst table (river).wst - first run takes long time, then it's cached |
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102 final WstValueTable wst = WstValueTableFactory.getTable(this.riverInfoProvider.getRiver()); |
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103 |
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104 // Calculate the durations and create the result rows |
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105 for (int i = 0; i <= stationsSorted.length - 1; i++) { |
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106 final Gauge gauge = this.riverInfoProvider.getGauge(stationsSorted[i], true); |
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107 final ResultRow row = createRow(stationsSorted[i], gauge, firstGauge, wqkmsArray, durFinders.get(gauge), i); |
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108 if (allStations.containsKey(stationsSorted[i]) && (allStations.get(stationsSorted[i]) != null)) |
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109 calculateInfrastructure(row, gauge, allStations.get(stationsSorted[i]), wst, durFinders); |
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110 this.rows.add(row); |
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111 if (secondBank.containsKey(stationsSorted[i])) { |
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112 final ResultRow row2 = ResultRow.create(row); |
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113 calculateInfrastructure(row2, gauge, secondBank.get(stationsSorted[i]), wst, durFinders); |
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114 this.rows.add(row2); |
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115 } |
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116 } |
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117 |
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118 //// Create a finder for Q in the {river}.wst km-w-q table |
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119 // final WQBaseTableFinder wqFinder = WQBaseTableFinder.loadValues(this.riverInfoProvider.getRiver(), |
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120 //// calcRange.getMinimumDouble(), |
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121 // calcRange.getMaximumDouble(), problems); |
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122 // |
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123 //// Calculate the durations and create the result rows |
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124 // for (int i = 0; i <= stationsSorted.length - 1; i++) { |
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125 // final Gauge gauge = this.riverInfoProvider.getGauge(stationsSorted[i], true); |
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126 // final ResultRow row = createRow(stationsSorted[i], gauge, firstGauge, wqkmsArray, durFinders.get(gauge), i); |
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127 // if (allStations.containsKey(stationsSorted[i]) && (allStations.get(stationsSorted[i]) != null)) |
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128 // calculateInfrastructure(row, gauge, allStations.get(stationsSorted[i]), wqFinder, durFinders); |
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129 // this.rows.add(row); |
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130 // if (secondBank.containsKey(stationsSorted[i])) { |
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131 // final ResultRow row2 = ResultRow.create(row); |
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132 // calculateInfrastructure(row2, gauge, secondBank.get(stationsSorted[i]), wqFinder, durFinders); |
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133 // this.rows.add(row2); |
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134 // } |
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135 // } |
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136 |
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137 final String[] mainValueLabels = new String[wqkmsArray.length]; |
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138 for (int i = 0; i <= wqkmsArray.length - 1; i++) |
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139 mainValueLabels[i] = wqkmsArray[i].getName(); |
9252 | 140 results.addResult(new FloodDurationCalculationResult(label, mainValueLabels, this.rows), problems); |
141 } | |
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142 |
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143 /** |
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144 * Calculates the duration curve for a station |
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145 */ |
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146 public WQDay calcWQDays(final Calculation problems, final double station, final WINFOArtifact winfo) { |
9252 | 147 |
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148 // Same processing as in W-Info DurationCurveState |
9252 | 149 winfo.addStringData("ld_locations", Double.toString(station)); |
150 final CalculationResult res = winfo.getDurationCurveData(); | |
151 final WQDay underflow = (WQDay) res.getData(); | |
152 // Transform underflow days into overflow days and re-sort | |
153 final int[] days = new int[underflow.getWs().length]; | |
154 final double[] ws = new double[days.length]; | |
155 final double[] qs = new double[days.length]; | |
156 for (int i = 0, j = days.length - 1; i <= days.length - 1; i++, j--) { | |
157 days[j] = 365 - underflow.getDay(i); | |
158 ws[j] = underflow.getW(i); | |
159 qs[j] = underflow.getQ(i); | |
160 } | |
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161 return new WQDay(days, ws, qs); |
9145 | 162 } |
163 | |
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164 /** |
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165 * Calculates the data for the Q main value lines in the duration curve chart |
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166 */ |
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167 public List<StickyAxisAnnotation> calcMainValueQAnnotations(final Calculation problems, final double station, final FloodDurationCalculationResult result) { |
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168 |
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169 // Search the station in the previously calculated result rows and terminate if no infrastructure row found |
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170 double station1 = station; |
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171 if (Double.isNaN(station)) { |
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172 for (final ResultRow row : result.getRows()) { |
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173 station1 = row.getDoubleValue(GeneralResultType.station); |
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174 break; |
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175 } |
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176 } |
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177 final List<ResultRow> stationRows = searchStation(station1, result.getRows()); |
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178 if (stationRows.isEmpty() || (stationRows.get(0).getValue(SInfoResultType.infrastructuretype) == null)) { |
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179 return new ArrayList<>(); |
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180 } |
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181 final ResultRow row = stationRows.get(0); |
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182 final List<StickyAxisAnnotation> annotations = new ArrayList<>(); |
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183 final List<DurationWaterlevel> wqds = (List<DurationWaterlevel>) row.getValue(SInfoResultType.customMultiRowColWaterlevel); |
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184 for (final DurationWaterlevel wqd : wqds) { |
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185 final String label = wqd.getBezeichnung().startsWith("W=") ? "Q(" + wqd.getBezeichnung() + ")" : wqd.getBezeichnung(); |
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186 final StickyAxisAnnotation annotation = new StickyAxisAnnotation(label, (float) wqd.getDischarge(), SimpleAxis.Y_AXIS, |
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187 FloodDurationCurveGenerator.YAXIS.Q.idx); |
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188 annotation.setHitPoint(wqd.getFloodDurDaysPerYear()); |
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189 annotations.add(annotation); |
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190 } |
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191 return annotations; |
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192 } |
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193 |
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194 /** |
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195 * Calculates the data for the W main value lines in the duration curve chart |
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196 */ |
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197 public List<StickyAxisAnnotation> calcMainValueWAnnotations(final Calculation problems, final double station, final FloodDurationCalculationResult result) { |
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198 |
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199 // Search the station in the previously calculated result rows and terminate if no infrastructure row found |
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200 double station1 = station; |
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201 if (Double.isNaN(station)) { |
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202 for (final ResultRow row : result.getRows()) { |
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203 station1 = row.getDoubleValue(GeneralResultType.station); |
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204 break; |
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205 } |
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206 } |
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207 final List<ResultRow> stationRows = searchStation(station1, result.getRows()); |
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208 if (stationRows.isEmpty() || (stationRows.get(0).getValue(SInfoResultType.infrastructuretype) == null)) { |
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209 return new ArrayList<>(); |
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210 } |
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211 final List<StickyAxisAnnotation> annotations = new ArrayList<>(); |
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212 final ResultRow row = stationRows.get(0); |
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213 final List<DurationWaterlevel> wqds = (List<DurationWaterlevel>) row.getValue(SInfoResultType.customMultiRowColWaterlevel); |
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214 for (final DurationWaterlevel wqd : wqds) { |
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215 final String label = !wqd.getBezeichnung().startsWith("W=") ? "W(" + wqd.getBezeichnung() + ")" : wqd.getBezeichnung(); |
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216 final StickyAxisAnnotation annotation = new StickyAxisAnnotation(label, (float) wqd.getWaterlevel(), SimpleAxis.Y_AXIS, |
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217 FloodDurationCurveGenerator.YAXIS.W.idx); |
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218 annotation.setHitPoint(wqd.getFloodDurDaysPerYear()); |
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219 annotations.add(annotation); |
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220 } |
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221 return annotations; |
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222 } |
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223 |
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224 /** |
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225 * Calculate the data for the W and Q lines in the duration curve chart for the infrastructure height and add to result |
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226 * collection |
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227 */ |
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228 public List<StickyAxisAnnotation> calcInfrastructureAnnotations(final Calculation problems, final double station, |
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229 final FloodDurationCalculationResult result) { |
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230 |
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231 // Search the station in the previously calculated result rows and terminate if no infrastructure row found |
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232 double station1 = station; |
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233 if (Double.isNaN(station)) { |
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234 for (final ResultRow row : result.getRows()) { |
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235 station1 = row.getDoubleValue(GeneralResultType.station); |
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236 break; |
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237 } |
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238 } |
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239 final List<ResultRow> stationRows = searchStation(station1, result.getRows()); |
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240 if (stationRows.isEmpty() || (stationRows.get(0).getValue(SInfoResultType.infrastructuretype) == null)) { |
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241 return new ArrayList<>(); |
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242 } |
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243 // Same way as in MainValueWFacet and ..QFacet |
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244 final List<StickyAxisAnnotation> annotations = new ArrayList<>(); |
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245 for (final ResultRow row : stationRows) { |
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246 annotations.add(calcInfrastructureWAnnotation(row)); |
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247 annotations.add(calcInfrastructureQAnnotation(row)); |
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248 } |
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249 return annotations; |
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250 } |
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251 |
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252 /** |
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253 * Searches the one or two rows of a station in a result rows collection |
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254 */ |
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255 private List<ResultRow> searchStation(final double station, final Collection<ResultRow> rows) { |
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256 final List<ResultRow> found = new ArrayList<>(); |
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257 for (final ResultRow row : rows) { |
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258 if (row.getDoubleValue(GeneralResultType.station) > station + 0.0001) |
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259 break; |
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260 else if (row.getDoubleValue(GeneralResultType.station) > station - 0.0001) |
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261 found.add(row); |
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262 } |
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263 return found; |
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264 } |
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265 |
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266 /** |
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267 * Calculates the Q annotation lines of an infrastructure |
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268 */ |
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269 private StickyAxisAnnotation calcInfrastructureQAnnotation(final ResultRow row) { |
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270 final String label = Resources.getMsg(this.context.getMeta(), "sinfo.chart.flood_duration.curve.infrastructure", |
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271 "sinfo.chart.flood_duration.curve.infrastructure", |
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272 SInfoResultType.infrastructuretype.exportValue(this.context, row.getValue(SInfoResultType.infrastructuretype)) |
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273 + ", " + SInfoResultType.riverside.exportValue(this.context, row.getValue(SInfoResultType.riverside))); |
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274 final StickyAxisAnnotation annotation = new StickyAxisAnnotation(label, (float) row.getDoubleValue(SInfoResultType.floodDischarge), |
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275 SimpleAxis.Y_AXIS, FloodDurationCurveGenerator.YAXIS.Q.idx); |
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276 annotation.setHitPoint((float) row.getDoubleValue(SInfoResultType.floodDuration)); |
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277 return annotation; |
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278 } |
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279 |
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280 /** |
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281 * Calculates the W annotation lines of an infrastructure |
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282 */ |
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283 private StickyAxisAnnotation calcInfrastructureWAnnotation(final ResultRow row) { |
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284 final String label = Resources.getMsg(this.context.getMeta(), "sinfo.chart.flood_duration.curve.infrastructure", |
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285 "sinfo.chart.flood_duration.curve.infrastructure", |
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286 SInfoResultType.infrastructuretype.exportValue(this.context, row.getValue(SInfoResultType.infrastructuretype)) |
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287 + ", " + SInfoResultType.riverside.exportValue(this.context, row.getValue(SInfoResultType.riverside))); |
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288 final StickyAxisAnnotation annotation = new StickyAxisAnnotation(label, (float) row.getDoubleValue(SInfoResultType.infrastructureHeight), |
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289 SimpleAxis.Y_AXIS, FloodDurationCurveGenerator.YAXIS.W.idx); |
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290 annotation.setHitPoint((float) row.getDoubleValue(SInfoResultType.floodDuration)); |
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291 return annotation; |
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292 } |
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293 |
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294 /** |
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295 * Adds to a stations map all stations corresponding to the active range and step |
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296 */ |
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297 private void addRangeStations(final Map<Double, InfrastructureValue> allStations, final WINFOArtifact winfo) { |
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298 for (final double station : new ComputationRangeAccess(winfo).getKms()) |
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299 allStations.put(Double.valueOf(station), null); |
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300 } |
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301 |
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302 /** |
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303 * Adds to a stations map all range limits of the gauges within the calc range |
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304 */ |
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305 private void addGaugeLimits(final Map<Double, InfrastructureValue> allStations, final Set<Gauge> gauges, final double fromKm, final double toKm) { |
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306 for (final Gauge gauge : gauges) { |
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307 final Double kmA = Double.valueOf(gauge.getRange().getA().doubleValue()); |
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308 final Double kmB = Double.valueOf(gauge.getRange().getB().doubleValue()); |
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309 if (kmA > fromKm - 0.0001) |
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310 allStations.put(kmA, null); |
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311 if (kmB < toKm + 0.0001) |
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312 allStations.put(kmB, null); |
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313 } |
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314 } |
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315 |
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316 /** |
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317 * Adds to a stations map all (first) infrastructures of a station, and the second, if any, to another map |
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318 */ |
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319 private void addInfrastructures(final Map<Double, InfrastructureValue> allStations, final Map<Double, InfrastructureValue> secondBank, |
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320 final List<InfrastructureValue> infrastructures) { |
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321 for (final InfrastructureValue infrastructure : infrastructures) { |
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322 final Double station = infrastructure.getStation(); |
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323 if (!allStations.containsKey(station) || !(allStations.get(station) instanceof InfrastructureValue)) |
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324 allStations.put(station, infrastructure); |
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325 else |
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326 secondBank.put(station, infrastructure); |
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327 } |
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328 } |
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329 |
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330 /** |
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331 * Returns a double array with a sorted stations set |
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332 */ |
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333 private double[] sortStations(final Set<Double> stations) { |
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334 final TDoubleArrayList sorted = new TDoubleArrayList(); |
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335 for (final Double station : stations) |
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336 sorted.add(station.doubleValue()); |
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337 sorted.sort(); |
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338 return sorted.toNativeArray(); |
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339 } |
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340 |
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341 /** |
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342 * Calculates an array of w-q-longitudinal sections for all artifact W/Q options |
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343 */ |
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344 private WQKms[] calculateWaterlevels(final WINFOArtifact winfo, final double[] stations, final Calculation problems) { |
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345 // REMARK aus TkhCalculation - move to WinfoArtifactWrapper? |
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346 // TODO das ist ziemlich langsam - durch den WQBaseTableFinder ersetzen? (vorher W-Optionen in Q umrechnen) |
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347 // (So funktioniert computeWaterlevelData wohl: |
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348 // Es sucht die Spalte(n) zum Bezugspegel-Q in der W-Q-Tabelle ({river}.wst in Wst etc.), |
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349 // interpoliert die horizontale Tabellenposition (Q) und dann die vertikale Tabellenposition der station; |
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350 // das ergibt das W einer station für einen Abflusszustand; |
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351 // bei Vorgabe eines Pegel-W wird vorher anhand der W-Q-Tabelle des Pegels ({gauge}.at in DischargeTable) das Q |
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352 // interpoliert; |
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353 // bei Vorgabe eines W auf freier Strecke wird wohl vorher noch die .wst-Interpolation eingesetzt, um das Q zu bekommen. |
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354 |
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355 final CalculationResult waterlevelData = winfo.computeWaterlevelData(stations); |
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356 |
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357 /* copy all problems */ |
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358 final Calculation winfoProblems = waterlevelData.getReport(); |
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359 final List<Problem> problems2 = winfoProblems.getProblems(); |
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360 if (problems2 != null) { |
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361 for (final Problem problem : problems2) { |
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362 problems.addProblem(problem); |
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363 } |
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364 } |
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365 return (WQKms[]) waterlevelData.getData(); |
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366 } |
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367 |
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368 /** |
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369 * Determines the waterlevel/discharge state labels for the selected Q or W values and sets them in the WQKms array |
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370 */ |
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371 private void updateMainValueLabels(final WQKms[] wqkmsArray, final WINFOArtifact winfo, final Calculation problems) { |
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372 |
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373 for (int i = 0; i <= wqkmsArray.length - 1; i++) |
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374 wqkmsArray[i].setName(buildWQDescription(wqkmsArray[i], winfo)); |
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375 } |
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376 |
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377 /** |
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378 * |
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379 * @param wqkms |
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380 * @param descBuilder |
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381 * @return |
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382 */ |
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383 private String buildWQDescription(final WQKms wqkms, final WINFOArtifact winfo) { |
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384 final WaterlevelDescriptionBuilder descBuilder = new WaterlevelDescriptionBuilder(winfo, this.context); |
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385 final String description = descBuilder.getDesc(wqkms); |
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386 if (!description.isEmpty() && Character.isDigit(description.charAt(0))) { |
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387 if (winfo.isQ()) |
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388 return "Q=" + description; |
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389 else |
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390 return "W=" + description; |
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391 } |
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392 else |
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393 return description; |
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394 } |
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395 |
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396 /** |
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397 * Create a result row for a station and its gauge, and add w-q-values as selected |
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398 */ |
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399 private ResultRow createRow(final Double station, final Gauge gauge, final Gauge firstGauge, final WQKms[] wqkmsArray, |
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400 final GaugeDurationValuesFinder durationFinder, final int kmIndex) { |
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402 final ResultRow row = ResultRow.create(); | |
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403 row.putValue(GeneralResultType.station, station); |
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404 row.putValue(SInfoResultType.infrastructuretype, null); // is replaced later for an infrastructure |
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405 row.putValue(SInfoResultType.floodDuration, Double.NaN); // is replaced later for an infrastructure |
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406 |
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407 final String gaugeLabel = this.riverInfoProvider.findGauge(station, (gauge == firstGauge)); |
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408 row.putValue(SInfoResultType.gaugeLabel, gaugeLabel); |
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409 |
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410 final String location = this.riverInfoProvider.getLocation(station); |
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411 row.putValue(SInfoResultType.location, location); |
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413 final List<DurationWaterlevel> waterlevels = new ArrayList<>(wqkmsArray.length); |
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414 |
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415 for (final WQKms wqKms : wqkmsArray) { |
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416 assert (wqKms.getKm(kmIndex) == station.doubleValue()); |
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417 |
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418 final int overflowDays = (int) Math.round(underflowDaysToOverflowDays(durationFinder.getDuration(wqKms.getQ(kmIndex)))); |
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419 |
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420 final DurationWaterlevel dw = new DurationWaterlevel(wqKms.getW(kmIndex), overflowDays, wqKms.getQ(kmIndex), wqKms.getName()); |
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421 waterlevels.add(dw); |
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422 } |
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423 row.putValue(SInfoResultType.customMultiRowColWaterlevel, waterlevels); |
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424 |
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425 return row; |
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426 } |
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427 |
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428 /// ** |
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429 // * Calculate the result row fields for one infrastructure - gives wrong duration numbers where Q changes within the |
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430 /// gauge range |
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431 // */ |
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432 // private void calculateInfrastructure(final ResultRow row, final Gauge gauge, final InfrastructureValue |
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433 /// infrastructure, final WQBaseTableFinder wqFinder, |
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434 // final Map<Gauge, GaugeDurationValuesFinder> durFinders) { |
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435 // |
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436 // final double q = wqFinder.getDischarge(infrastructure.getStation(), infrastructure.getHeight()); |
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437 // final double qOut = Double.isInfinite(q) ? Double.NaN : q; |
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438 // final double dur = underflowDaysToOverflowDays(durFinders.get(gauge).getDuration(q)); |
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439 // row.putValue(SInfoResultType.riverside, infrastructure.getAttributeKey()); |
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440 // row.putValue(SInfoResultType.floodDuration, dur); |
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441 // row.putValue(SInfoResultType.floodDischarge, qOut); |
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442 // row.putValue(SInfoResultType.infrastructureHeight, infrastructure.getHeight()); |
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443 // row.putValue(SInfoResultType.infrastructuretype, infrastructure.getInfrastructure().getType().getName()); |
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444 // } |
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445 |
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446 /** |
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447 * Calculate the result row fields for one infrastructure |
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448 */ |
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449 private void calculateInfrastructure(final ResultRow row, final Gauge gauge, final InfrastructureValue infrastructure, final WstValueTable wst, |
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450 final Map<Gauge, GaugeDurationValuesFinder> durFinders) { |
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451 |
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452 // Interpolate the infrastructure height in the wst table to get the corresponding Q |
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453 final Calculation problems = new Calculation(); |
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454 final double[] qs = wst.findQsForW(infrastructure.getStation().doubleValue(), infrastructure.getHeight().doubleValue(), problems); |
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455 // TODO Fehlerbehandlung (kein Q gefunden) |
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456 final double q = (qs.length >= 1) ? qs[0] : Double.NaN; |
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457 final double qOut = Double.isInfinite(q) ? Double.NaN : q; |
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458 // Determine the relative column position of the Q |
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459 final QPosition qPos = wst.getQPosition(infrastructure.getStation().doubleValue(), q); |
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460 // Get the Q for the found column position for the station of the gauge |
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461 final double qGauge = wst.getQ(qPos, gauge.getStation().doubleValue()); |
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462 // Interpolate the Q-D-table of the gauge |
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463 final double dur = underflowDaysToOverflowDays(durFinders.get(gauge).getDuration(qGauge)); |
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464 // Set result row |
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465 row.putValue(SInfoResultType.riverside, infrastructure.getAttributeKey()); |
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466 row.putValue(SInfoResultType.floodDuration, dur); |
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467 row.putValue(SInfoResultType.floodDischarge, qOut); |
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468 row.putValue(SInfoResultType.infrastructureHeight, infrastructure.getHeight()); |
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469 row.putValue(SInfoResultType.infrastructuretype, infrastructure.getInfrastructure().getType().getName()); |
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470 } |
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472 /** |
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473 * Translates underflow duration into overflow duration |
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474 */ |
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475 private double underflowDaysToOverflowDays(final double underflowDays) { |
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476 return 365 - underflowDays; |
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478 } |