Mercurial > dive4elements > river
annotate artifacts/src/main/java/org/dive4elements/river/artifacts/sinfo/flood_duration/FloodDurationCalculator.java @ 9266:465347d12990
Station specific calculation of flood duration curve and infrastructure annotations
author | mschaefer |
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date | Wed, 18 Jul 2018 12:20:01 +0200 |
parents | e5367900dd6d |
children | 83ebeb620b5a |
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; |
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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.resources.Resources; |
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31 import org.dive4elements.river.artifacts.sinfo.common.GaugeDurationValuesFinder; |
9145 | 32 import org.dive4elements.river.artifacts.sinfo.common.RiverInfoProvider; |
33 import org.dive4elements.river.artifacts.sinfo.common.SInfoResultType; | |
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34 import org.dive4elements.river.artifacts.sinfo.common.WQBaseTableFinder; |
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35 import org.dive4elements.river.artifacts.sinfo.flood_duration.RiversideRadioChoice.RiversideChoiceKey; |
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36 import org.dive4elements.river.exports.WaterlevelDescriptionBuilder; |
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37 import org.dive4elements.river.jfree.StickyAxisAnnotation; |
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38 import org.dive4elements.river.jfree.StickyAxisAnnotation.SimpleAxis; |
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39 import org.dive4elements.river.model.Attribute.AttributeKey; |
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40 import org.dive4elements.river.model.Gauge; |
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41 import org.dive4elements.river.model.sinfo.InfrastructureValue; |
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43 import gnu.trove.TDoubleArrayList; |
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44 |
9145 | 45 /** |
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46 * Calculation of the result rows of the flood duration of the infrastructures in a river km range |
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47 * and selected main value durations |
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48 * |
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49 * @author Matthias Schäfer |
9145 | 50 */ |
51 final class FloodDurationCalculator { | |
52 | |
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53 private final List<ResultRow> rows = new ArrayList<>(); |
9145 | 54 |
55 private final RiverInfoProvider riverInfoProvider; | |
56 | |
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57 private final CallContext context; |
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59 public FloodDurationCalculator(final CallContext context, final RiverInfoProvider riverInfoProvider) { |
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60 this.context = context; |
9145 | 61 this.riverInfoProvider = riverInfoProvider; |
62 } | |
63 | |
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64 /** |
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65 * Calculate the infrastructures flood duration result rows |
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66 */ |
9252 | 67 public void execute(final Calculation problems, final String label, final DoubleRange calcRange, |
68 final RiversideChoiceKey riverside, final WINFOArtifact winfo, final FloodDurationCalculationResults results) { | |
9145 | 69 |
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70 // Find all gauges of the calc range, and create the duration finders |
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71 final Map<Gauge, GaugeDurationValuesFinder> durFinders = new HashMap<>(); |
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72 Gauge firstGauge = null; |
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73 for (final Gauge gauge : this.riverInfoProvider.getRiver().determineGauges(calcRange.getMinimumDouble(), calcRange.getMaximumDouble())) { |
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74 durFinders.put(gauge, GaugeDurationValuesFinder.loadValues(gauge, problems)); |
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75 if (firstGauge == null) |
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76 firstGauge = gauge; |
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77 } |
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78 |
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79 // Find all infrastructures within the calc range |
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80 final AttributeKey bankKey = riverside.getAttributeKey(); |
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81 final List<InfrastructureValue> infras = InfrastructureValue.getValues(this.riverInfoProvider.getRiver(), calcRange.getMinimumDouble(), |
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82 calcRange.getMaximumDouble(), bankKey); |
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83 |
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84 // Merge all stations (range/step, borders of gauge ranges, infrastructures) |
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85 final Map<Double, InfrastructureValue> allStations = new HashMap<>(); |
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86 final Map<Double, InfrastructureValue> secondBank = new HashMap<>(); // any second infrastructure in case of both-banks-option |
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87 addRangeStations(allStations, winfo); |
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88 addGaugeLimits(allStations, durFinders.keySet(), calcRange.getMinimumDouble(), calcRange.getMaximumDouble()); |
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89 addInfrastructures(allStations, secondBank, infras); |
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90 final double[] stationsSorted = sortStations(allStations.keySet()); |
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91 |
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92 // Calculate W and Q for all stations and the selected discharge states |
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93 // TODO Laut Herrn Reiß: Q und D jeweils konstant für jedes Pegel-Intervall, Q-Änderungen (Zuflüsse etc.) aus .wst |
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94 // ignorieren |
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95 final WQKms[] wqkmsArray = calculateWaterlevels(winfo, stationsSorted, problems); |
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96 |
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97 // Determine discharge state labels of the main values |
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98 updateMainValueLabels(wqkmsArray, winfo, problems); |
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99 |
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100 // Create a finder for Q in the {river}.wst km-w-q table |
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101 final WQBaseTableFinder wqFinder = WQBaseTableFinder.loadValues(this.riverInfoProvider.getRiver(), calcRange.getMinimumDouble(), |
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102 calcRange.getMaximumDouble(), problems); |
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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]), wqFinder, 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]), wqFinder, 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 final String[] mainValueLabels = new String[wqkmsArray.length]; |
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118 for (int i = 0; i <= wqkmsArray.length - 1; i++) |
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119 mainValueLabels[i] = wqkmsArray[i].getName(); |
9252 | 120 results.addResult(new FloodDurationCalculationResult(label, mainValueLabels, this.rows), problems); |
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121 |
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122 // calcWQDays(problems, stationsSorted[0], AttributeKey.LEFT, winfo, results); |
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123 // |
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124 // calcMainValueAnnotations(problems, 0, AttributeKey.LEFT, wqkmsArray, results); |
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125 // |
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126 // calcInfrastructureAnnotations(problems, this.rows.get(0), wqkmsArray, results); |
9252 | 127 } |
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128 |
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129 /** |
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130 * Calculates the duration curve for a station |
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131 */ |
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132 public WQDay calcWQDays(final Calculation problems, final double station, final WINFOArtifact winfo) { |
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134 // Same processing as in W-Info DurationCurveState |
9252 | 135 winfo.addStringData("ld_locations", Double.toString(station)); |
136 final CalculationResult res = winfo.getDurationCurveData(); | |
137 final WQDay underflow = (WQDay) res.getData(); | |
138 // Transform underflow days into overflow days and re-sort | |
139 final int[] days = new int[underflow.getWs().length]; | |
140 final double[] ws = new double[days.length]; | |
141 final double[] qs = new double[days.length]; | |
142 for (int i = 0, j = days.length - 1; i <= days.length - 1; i++, j--) { | |
143 days[j] = 365 - underflow.getDay(i); | |
144 ws[j] = underflow.getW(i); | |
145 qs[j] = underflow.getQ(i); | |
146 } | |
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147 return new WQDay(days, ws, qs); |
9145 | 148 } |
149 | |
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150 /** |
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151 * Calculate the data for the W and Q main value lines in the duration curve chart and add to result collection |
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152 */ |
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153 public void calcMainValueAnnotations(final Calculation problems, final int stationIndex, final AttributeKey riverside, |
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154 final WQKms[] wqkmsArray, final FloodDurationCalculationResults results) { |
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155 |
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156 // Same way as in MainValueWFacet and ..QFacet, but special label handling |
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157 final List<StickyAxisAnnotation> ws = new ArrayList<>(); |
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158 final List<StickyAxisAnnotation> qs = new ArrayList<>(); |
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159 for (int i = 0; i <= wqkmsArray.length - 1; i++) { |
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160 final String qLabel = wqkmsArray[i].getName().startsWith("W=") ? "Q(" + wqkmsArray[i].getName() + ")" : wqkmsArray[i].getName(); |
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161 final StickyAxisAnnotation qAnnotation = new StickyAxisAnnotation(qLabel, (float) wqkmsArray[i].getQ(stationIndex), SimpleAxis.Y_AXIS, |
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162 FloodDurationCurveGenerator.YAXIS.Q.idx); |
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163 qs.add(qAnnotation); |
9265 | 164 FloodDurationMainValuesQFacet.setHitPoint(results.getDurationCurve(), qAnnotation); |
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165 final String wLabel = !wqkmsArray[i].getName().startsWith("W=") ? "W(" + wqkmsArray[i].getName() + ")" : wqkmsArray[i].getName(); |
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166 final StickyAxisAnnotation wAnnotation = new StickyAxisAnnotation(wLabel, (float) wqkmsArray[i].getW(stationIndex), SimpleAxis.Y_AXIS, |
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167 FloodDurationCurveGenerator.YAXIS.W.idx); |
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168 ws.add(wAnnotation); |
9265 | 169 FloodDurationMainValuesWFacet.setHitPoint(results.getDurationCurve(), wAnnotation); |
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170 } |
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171 results.getMainValueQAnnotations().clear(); |
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172 results.getMainValueQAnnotations().addAll(qs); |
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173 results.getMainValueWAnnotations().clear(); |
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174 results.getMainValueWAnnotations().addAll(ws); |
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175 } |
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176 |
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177 /** |
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178 * 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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179 * collection |
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180 */ |
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181 public List<StickyAxisAnnotation> calcInfrastructureAnnotations(final Calculation problems, final double station, |
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182 final FloodDurationCalculationResult result) { |
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183 |
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184 // Search the station in the previously calculated result rows and terminate if no infrastructure row found |
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185 double station1 = station; |
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186 if (Double.isNaN(station)) { |
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187 for (final ResultRow row : result.getRows()) { |
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188 station1 = row.getDoubleValue(GeneralResultType.station); |
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189 break; |
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190 } |
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191 } |
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192 final List<ResultRow> stationRows = searchStation(station1, result.getRows()); |
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193 if (stationRows.isEmpty() || (stationRows.get(0).getValue(SInfoResultType.infrastructuretype) == null)) { |
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194 return null; |
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195 } |
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196 // Same way as in MainValueWFacet and ..QFacet |
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197 final List<StickyAxisAnnotation> annotations = new ArrayList<>(); |
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198 for (final ResultRow row : stationRows) { |
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199 annotations.add(calcWAnnotation(row)); |
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200 annotations.add(calcQAnnotation(row)); |
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201 } |
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202 return annotations; |
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203 } |
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204 |
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205 /** |
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206 * Searches the one or two rows of a station in a result rows collection |
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207 */ |
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208 private List<ResultRow> searchStation(final double station, final Collection<ResultRow> rows) { |
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209 final List<ResultRow> found = new ArrayList<>(); |
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210 for (final ResultRow row : rows) { |
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211 if (row.getDoubleValue(GeneralResultType.station) > station + 0.0001) |
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212 break; |
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213 else if (row.getDoubleValue(GeneralResultType.station) > station - 0.0001) |
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214 found.add(row); |
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215 } |
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216 return found; |
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217 } |
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218 |
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219 /** |
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220 * Calculates the Q annotation lines of an infrastructure |
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221 */ |
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222 private StickyAxisAnnotation calcQAnnotation(final ResultRow row) { |
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223 final String label = Resources.getMsg(this.context.getMeta(), "sinfo.chart.flood_duration.curve.infrastructure", |
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224 "sinfo.chart.flood_duration.curve.infrastructure", |
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225 SInfoResultType.infrastructuretype.exportValue(this.context, row.getValue(SInfoResultType.infrastructuretype)) |
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226 + ", " + SInfoResultType.riverside.exportValue(this.context, row.getValue(SInfoResultType.riverside))); |
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227 final StickyAxisAnnotation annotation = new StickyAxisAnnotation(label, (float) row.getDoubleValue(SInfoResultType.floodDischarge), |
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228 SimpleAxis.Y_AXIS, FloodDurationCurveGenerator.YAXIS.Q.idx); |
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229 annotation.setHitPoint((float) row.getDoubleValue(SInfoResultType.floodDuration)); |
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230 return annotation; |
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231 } |
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232 |
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233 /** |
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234 * Calculates the W annotation lines of an infrastructure |
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235 */ |
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236 private StickyAxisAnnotation calcWAnnotation(final ResultRow row) { |
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237 final String label = Resources.getMsg(this.context.getMeta(), "sinfo.chart.flood_duration.curve.infrastructure", |
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238 "sinfo.chart.flood_duration.curve.infrastructure", |
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239 SInfoResultType.infrastructuretype.exportValue(this.context, row.getValue(SInfoResultType.infrastructuretype)) |
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240 + ", " + SInfoResultType.riverside.exportValue(this.context, row.getValue(SInfoResultType.riverside))); |
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241 final StickyAxisAnnotation annotation = new StickyAxisAnnotation(label, (float) row.getDoubleValue(SInfoResultType.infrastructureHeight), |
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242 SimpleAxis.Y_AXIS, FloodDurationCurveGenerator.YAXIS.W.idx); |
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243 annotation.setHitPoint((float) row.getDoubleValue(SInfoResultType.floodDuration)); |
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244 return annotation; |
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245 } |
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246 |
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247 /** |
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248 * Adds to a stations map all stations corresponding to the active range and step |
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249 */ |
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250 private void addRangeStations(final Map<Double, InfrastructureValue> allStations, final WINFOArtifact winfo) { |
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251 for (final double station : new ComputationRangeAccess(winfo).getKms()) |
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252 allStations.put(Double.valueOf(station), null); |
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253 } |
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254 |
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255 /** |
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256 * Adds to a stations map all range limits of the gauges within the calc range |
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257 */ |
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258 private void addGaugeLimits(final Map<Double, InfrastructureValue> allStations, final Set<Gauge> gauges, final double fromKm, final double toKm) { |
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259 for (final Gauge gauge : gauges) { |
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260 final Double kmA = Double.valueOf(gauge.getRange().getA().doubleValue()); |
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261 final Double kmB = Double.valueOf(gauge.getRange().getB().doubleValue()); |
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262 if (kmA > fromKm - 0.0001) |
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263 allStations.put(kmA, null); |
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264 if (kmB < toKm + 0.0001) |
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265 allStations.put(kmB, null); |
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266 } |
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267 } |
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268 |
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269 /** |
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270 * Adds to a stations map all (first) infrastructures of a station, and the second, if any, to another map |
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271 */ |
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272 private void addInfrastructures(final Map<Double, InfrastructureValue> allStations, final Map<Double, InfrastructureValue> secondBank, |
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273 final List<InfrastructureValue> infrastructures) { |
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274 for (final InfrastructureValue infrastructure : infrastructures) { |
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275 final Double station = infrastructure.getStation(); |
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276 if (!allStations.containsKey(station) || !(allStations.get(station) instanceof InfrastructureValue)) |
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277 allStations.put(station, infrastructure); |
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278 else |
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279 secondBank.put(station, infrastructure); |
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280 } |
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281 } |
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282 |
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283 /** |
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284 * Returns a double array with a sorted stations set |
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285 */ |
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286 private double[] sortStations(final Set<Double> stations) { |
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287 final TDoubleArrayList sorted = new TDoubleArrayList(); |
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288 for (final Double station : stations) |
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289 sorted.add(station.doubleValue()); |
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290 sorted.sort(); |
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291 return sorted.toNativeArray(); |
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292 } |
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293 |
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294 /** |
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295 * Calculates an array of w-q-longitudinal sections for all artifact W/Q options |
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296 */ |
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297 private WQKms[] calculateWaterlevels(final WINFOArtifact winfo, final double[] stations, final Calculation problems) { |
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298 // REMARK aus TkhCalculation - move to WinfoArtifactWrapper? |
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299 // TODO das ist ziemlich langsam - durch den WQBaseTableFinder ersetzen? (vorher W-Optionen in Q umrechnen) |
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300 // (So funktioniert computeWaterlevelData wohl: |
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301 // Es sucht die Spalte(n) zum Bezugspegel-Q in der W-Q-Tabelle ({river}.wst in Wst etc.), |
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302 // interpoliert die horizontale Tabellenposition (Q) und dann die vertikale Tabellenposition der station; |
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303 // das ergibt das W einer station für einen Abflusszustand; |
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304 // bei Vorgabe eines Pegel-W wird vorher anhand der W-Q-Tabelle des Pegels ({gauge}.at in DischargeTable) das Q |
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305 // interpoliert; |
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306 // bei Vorgabe eines W auf freier Strecke wird wohl vorher noch die .wst-Interpolation eingesetzt, um das Q zu bekommen. |
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307 |
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308 final CalculationResult waterlevelData = winfo.computeWaterlevelData(stations); |
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309 |
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310 /* copy all problems */ |
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311 final Calculation winfoProblems = waterlevelData.getReport(); |
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312 final List<Problem> problems2 = winfoProblems.getProblems(); |
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313 if (problems2 != null) { |
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314 for (final Problem problem : problems2) { |
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315 problems.addProblem(problem); |
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316 } |
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317 } |
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318 return (WQKms[]) waterlevelData.getData(); |
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319 } |
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320 |
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321 /** |
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322 * Determines the waterlevel/discharge state labels for the selected Q or W values and sets them in the WQKms array |
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323 */ |
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324 private void updateMainValueLabels(final WQKms[] wqkmsArray, final WINFOArtifact winfo, final Calculation problems) { |
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325 |
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326 for (int i = 0; i <= wqkmsArray.length - 1; i++) |
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327 wqkmsArray[i].setName(buildWQDescription(wqkmsArray[i], winfo)); |
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328 } |
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329 |
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330 /** |
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331 * |
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332 * @param wqkms |
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333 * @param descBuilder |
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334 * @return |
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335 */ |
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336 private String buildWQDescription(final WQKms wqkms, final WINFOArtifact winfo) { |
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337 final WaterlevelDescriptionBuilder descBuilder = new WaterlevelDescriptionBuilder(winfo, this.context); |
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338 final String description = descBuilder.getDesc(wqkms); |
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339 if (!description.isEmpty() && Character.isDigit(description.charAt(0))) { |
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340 if (winfo.isQ()) |
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341 return "Q=" + description; |
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342 else |
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343 return "W=" + description; |
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344 } |
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345 else |
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346 return description; |
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347 } |
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348 |
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349 /** |
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350 * Create a result row for a station and its gauge, and add w-q-values as selected |
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351 */ |
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352 private ResultRow createRow(final Double station, final Gauge gauge, final Gauge firstGauge, final WQKms[] wqkmsArray, |
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353 final GaugeDurationValuesFinder durationFinder, final int kmIndex) { |
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355 final ResultRow row = ResultRow.create(); | |
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356 row.putValue(GeneralResultType.station, station); |
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357 row.putValue(SInfoResultType.infrastructuretype, null); // is replaced later for an infrastructure |
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358 row.putValue(SInfoResultType.floodDuration, Double.NaN); // is replaced later for an infrastructure |
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359 |
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360 final String gaugeLabel = this.riverInfoProvider.findGauge(station, (gauge == firstGauge)); |
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361 row.putValue(SInfoResultType.gaugeLabel, gaugeLabel); |
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362 |
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363 final String location = this.riverInfoProvider.getLocation(station); |
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364 row.putValue(SInfoResultType.location, location); |
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366 final List<DurationWaterlevel> waterlevels = new ArrayList<>(wqkmsArray.length); |
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367 |
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368 for (final WQKms wqKms : wqkmsArray) { |
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369 assert (wqKms.getKm(kmIndex) == station.doubleValue()); |
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370 |
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371 final int overflowDays = (int) Math.round(underflowDaysToOverflowDays(durationFinder.getDuration(wqKms.getQ(kmIndex)))); |
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372 |
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373 final DurationWaterlevel dw = new DurationWaterlevel(wqKms.getW(kmIndex), overflowDays, wqKms.getQ(kmIndex), wqKms.getName()); |
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374 waterlevels.add(dw); |
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375 } |
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376 row.putValue(SInfoResultType.customMultiRowColWaterlevel, waterlevels); |
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377 |
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378 return row; |
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379 } |
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380 |
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381 /** |
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382 * Calculate the result row fields for one infrastructure |
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383 */ |
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384 private void calculateInfrastructure(final ResultRow row, final Gauge gauge, final InfrastructureValue infrastructure, final WQBaseTableFinder wqFinder, |
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385 final Map<Gauge, GaugeDurationValuesFinder> durFinders) { |
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386 |
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387 final double q = wqFinder.getDischarge(infrastructure.getStation(), infrastructure.getHeight()); |
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388 final double qOut = Double.isInfinite(q) ? Double.NaN : q; |
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389 final double dur = underflowDaysToOverflowDays(durFinders.get(gauge).getDuration(q)); |
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390 row.putValue(SInfoResultType.riverside, infrastructure.getAttributeKey()); |
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391 row.putValue(SInfoResultType.floodDuration, dur); |
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392 row.putValue(SInfoResultType.floodDischarge, qOut); |
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393 row.putValue(SInfoResultType.infrastructureHeight, infrastructure.getHeight()); |
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394 row.putValue(SInfoResultType.infrastructuretype, infrastructure.getInfrastructure().getType().getName()); |
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395 } |
9145 | 396 |
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397 /** |
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398 * Translates underflow duration into overflow duration |
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399 */ |
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400 private double underflowDaysToOverflowDays(final double underflowDays) { |
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401 return 365 - underflowDays; |
9145 | 402 } |
403 } |