Mercurial > dive4elements > river
annotate artifacts/src/main/java/org/dive4elements/river/artifacts/sinfo/flood_duration/FloodDurationCalculator.java @ 9252:c2a0028bfa9f
Work on S-Info flood duration curve chart
author | mschaefer |
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date | Thu, 12 Jul 2018 18:09:48 +0200 |
parents | b515ed950d39 |
children | ef7b65576d4b |
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; | |
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.sinfo.common.GaugeDurationValuesFinder; |
9145 | 31 import org.dive4elements.river.artifacts.sinfo.common.RiverInfoProvider; |
32 import org.dive4elements.river.artifacts.sinfo.common.SInfoResultType; | |
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33 import org.dive4elements.river.artifacts.sinfo.common.WQBaseTableFinder; |
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34 import org.dive4elements.river.artifacts.sinfo.flood_duration.RiversideRadioChoice.RiversideChoiceKey; |
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35 import org.dive4elements.river.exports.WaterlevelDescriptionBuilder; |
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36 import org.dive4elements.river.model.Attribute.AttributeKey; |
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37 import org.dive4elements.river.model.Gauge; |
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38 import org.dive4elements.river.model.sinfo.InfrastructureValue; |
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40 import gnu.trove.TDoubleArrayList; |
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41 |
9145 | 42 /** |
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43 * Calculation of the result rows of the flood duration of the infrastructures in a river km range |
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44 * and selected main value durations |
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45 * |
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46 * @author Matthias Schäfer |
9145 | 47 */ |
48 final class FloodDurationCalculator { | |
49 | |
50 private final Collection<ResultRow> rows = new ArrayList<>(); | |
51 | |
52 private final RiverInfoProvider riverInfoProvider; | |
53 | |
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54 private final CallContext context; |
9145 | 55 |
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56 public FloodDurationCalculator(final CallContext context, final RiverInfoProvider riverInfoProvider) { |
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57 this.context = context; |
9145 | 58 this.riverInfoProvider = riverInfoProvider; |
59 } | |
60 | |
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61 /** |
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62 * Calculate the infrastructures flood duration result rows |
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63 */ |
9252 | 64 public void execute(final Calculation problems, final String label, final DoubleRange calcRange, |
65 final RiversideChoiceKey riverside, final WINFOArtifact winfo, final FloodDurationCalculationResults results) { | |
9145 | 66 |
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67 // Find all gauges of the calc range, and create the duration finders |
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68 final Map<Gauge, GaugeDurationValuesFinder> durFinders = new HashMap<>(); |
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69 Gauge firstGauge = null; |
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70 for (final Gauge gauge : this.riverInfoProvider.getRiver().determineGauges(calcRange.getMinimumDouble(), calcRange.getMaximumDouble())) { |
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71 durFinders.put(gauge, GaugeDurationValuesFinder.loadValues(gauge, problems)); |
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72 if (firstGauge == null) |
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73 firstGauge = gauge; |
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74 } |
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75 |
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76 // Find all infrastructures within the calc range |
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77 final AttributeKey bankKey = riverside.getAttributeKey(); |
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78 final List<InfrastructureValue> infras = InfrastructureValue.getValues(this.riverInfoProvider.getRiver(), calcRange.getMinimumDouble(), |
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79 calcRange.getMaximumDouble(), bankKey); |
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80 |
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81 // Merge all stations (range/step, borders of gauge ranges, infrastructures) |
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82 final Map<Double, InfrastructureValue> allStations = new HashMap<>(); |
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83 final Map<Double, InfrastructureValue> secondBank = new HashMap<>(); // any second infrastructure in case of both-banks-option |
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84 addRangeStations(allStations, winfo); |
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85 addGaugeLimits(allStations, durFinders.keySet(), calcRange.getMinimumDouble(), calcRange.getMaximumDouble()); |
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86 addInfrastructures(allStations, secondBank, infras); |
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87 final double[] stationsSorted = sortStations(allStations.keySet()); |
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88 |
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89 // Calculate W and Q for all stations and the selected discharge states |
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90 // TODO Laut Herrn Reiß: Q und D jeweils konstant für jedes Pegel-Intervall, Q-Änderungen (Zuflüsse etc.) aus .wst |
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91 // ignorieren |
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92 final WQKms[] wqkmsArray = calculateWaterlevels(winfo, stationsSorted, problems); |
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93 |
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94 // Determine discharge state labels of the main values |
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95 final WaterlevelDescriptionBuilder wdescBuilder = new WaterlevelDescriptionBuilder(winfo, this.context); |
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96 final String[] mainValueLabels = findMainValueLabels(wqkmsArray, winfo.getQs(), wdescBuilder, problems); |
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97 |
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98 // Create a finder for Q in the {river}.wst km-w-q table |
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99 final WQBaseTableFinder wqFinder = WQBaseTableFinder.loadValues(this.riverInfoProvider.getRiver(), calcRange.getMinimumDouble(), |
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100 calcRange.getMaximumDouble(), problems); |
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101 |
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102 final WaterlevelDescriptionBuilder descBuilder = new WaterlevelDescriptionBuilder(winfo, this.context); |
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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(descBuilder, 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 } |
9252 | 117 results.addResult(new FloodDurationCalculationResult(label, mainValueLabels, this.rows), problems); |
118 calcWQDays(problems, stationsSorted[0], AttributeKey.LEFT, winfo, results); | |
119 } | |
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120 |
9252 | 121 public void calcWQDays(final Calculation problems, final double station, final AttributeKey riverside, final WINFOArtifact winfo, |
122 final FloodDurationCalculationResults results) { | |
123 | |
124 winfo.addStringData("ld_locations", Double.toString(station)); | |
125 final CalculationResult res = winfo.getDurationCurveData(); | |
126 final WQDay underflow = (WQDay) res.getData(); | |
127 // Transform underflow days into overflow days and re-sort | |
128 final int[] days = new int[underflow.getWs().length]; | |
129 final double[] ws = new double[days.length]; | |
130 final double[] qs = new double[days.length]; | |
131 for (int i = 0, j = days.length - 1; i <= days.length - 1; i++, j--) { | |
132 days[j] = 365 - underflow.getDay(i); | |
133 ws[j] = underflow.getW(i); | |
134 qs[j] = underflow.getQ(i); | |
135 } | |
136 res.setData(new WQDay(days, ws, qs)); | |
137 // TODO Infrastrukturhoehe | |
138 // TODO WSPL/Hauptwerte | |
139 results.setDurationCurve(res); | |
9145 | 140 } |
141 | |
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142 /** |
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143 * Adds to a stations map all stations corresponding to the active range and step |
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144 */ |
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145 private void addRangeStations(final Map<Double, InfrastructureValue> allStations, final WINFOArtifact winfo) { |
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146 for (final double station : new ComputationRangeAccess(winfo).getKms()) |
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147 allStations.put(Double.valueOf(station), null); |
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148 } |
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149 |
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150 /** |
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151 * Adds to a stations map all range limits of the gauges within the calc range |
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152 */ |
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153 private void addGaugeLimits(final Map<Double, InfrastructureValue> allStations, final Set<Gauge> gauges, final double fromKm, final double toKm) { |
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154 for (final Gauge gauge : gauges) { |
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155 final Double kmA = Double.valueOf(gauge.getRange().getA().doubleValue()); |
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156 final Double kmB = Double.valueOf(gauge.getRange().getB().doubleValue()); |
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157 if (kmA > fromKm - 0.0001) |
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158 allStations.put(kmA, null); |
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159 if (kmB < toKm + 0.0001) |
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160 allStations.put(kmB, null); |
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161 } |
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162 } |
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163 |
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164 /** |
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165 * Adds to a stations map all (first) infrastructures of a station, and the second, if any, to another map |
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166 */ |
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167 private void addInfrastructures(final Map<Double, InfrastructureValue> allStations, final Map<Double, InfrastructureValue> secondBank, |
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168 final List<InfrastructureValue> infrastructures) { |
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169 for (final InfrastructureValue infrastructure : infrastructures) { |
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170 final Double station = infrastructure.getStation(); |
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171 if (!allStations.containsKey(station) || !(allStations.get(station) instanceof InfrastructureValue)) |
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172 allStations.put(station, infrastructure); |
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173 else |
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174 secondBank.put(station, infrastructure); |
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175 } |
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176 } |
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177 |
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178 /** |
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179 * Returns a double array with a sorted stations set |
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180 */ |
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181 private double[] sortStations(final Set<Double> stations) { |
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182 final TDoubleArrayList sorted = new TDoubleArrayList(); |
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183 for (final Double station : stations) |
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184 sorted.add(station.doubleValue()); |
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185 sorted.sort(); |
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186 return sorted.toNativeArray(); |
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187 } |
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188 |
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189 /** |
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190 * Calculates an array of w-q-longitudinal sections for all artifact W/Q options |
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191 */ |
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192 private WQKms[] calculateWaterlevels(final WINFOArtifact winfo, final double[] stations, final Calculation problems) { |
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193 // REMARK aus TkhCalculation - move to WinfoArtifactWrapper? |
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194 // TODO das ist ziemlich langsam - durch den WQBaseTableFinder ersetzen? (vorher W-Optionen in Q umrechnen) |
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195 // (So funktioniert computeWaterlevelData wohl: |
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196 // Es sucht die Spalte(n) zum Bezugspegel-Q in der W-Q-Tabelle ({river}.wst in Wst etc.), |
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197 // interpoliert die horizontale Tabellenposition (Q) und dann die vertikale Tabellenposition der station; |
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198 // das ergibt das W einer station für einen Abflusszustand; |
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199 // bei Vorgabe eines Pegel-W wird vorher anhand der W-Q-Tabelle des Pegels ({gauge}.at in DischargeTable) das Q |
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200 // interpoliert; |
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201 // bei Vorgabe eines W auf freier Strecke wird wohl vorher noch die .wst-Interpolation eingesetzt, um das Q zu bekommen. |
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202 |
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203 final CalculationResult waterlevelData = winfo.computeWaterlevelData(stations); |
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204 |
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205 /* copy all problems */ |
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206 final Calculation winfoProblems = waterlevelData.getReport(); |
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207 final List<Problem> problems2 = winfoProblems.getProblems(); |
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208 if (problems2 != null) { |
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209 for (final Problem problem : problems2) { |
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210 problems.addProblem(problem); |
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211 } |
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212 } |
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213 return (WQKms[]) waterlevelData.getData(); |
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214 } |
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215 |
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216 /** |
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217 * Determines the waterlevel/discharge state labels for the selected Q or W values |
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218 */ |
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219 private String[] findMainValueLabels(final WQKms[] wqkmsArray, final double[] qs, final WaterlevelDescriptionBuilder descBuilder, |
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220 final Calculation problems) { |
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221 |
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222 final String[] mainValueLabels = new String[wqkmsArray.length]; |
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223 for (int i = 0; i <= wqkmsArray.length - 1; i++) |
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224 mainValueLabels[i] = descBuilder.getDesc(wqkmsArray[i]); |
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225 return mainValueLabels; |
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226 } |
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227 |
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228 /** |
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229 * Create a result row for a station and its gauge, and add w-q-values as selected |
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230 * |
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231 * @param descBuilder |
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232 */ |
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233 private ResultRow createRow(final WaterlevelDescriptionBuilder descBuilder, final Double station, final Gauge gauge, final Gauge firstGauge, |
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234 final WQKms[] wqkmsArray, final GaugeDurationValuesFinder durationFinder, final int kmIndex) { |
9145 | 235 |
236 final ResultRow row = ResultRow.create(); | |
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237 row.putValue(GeneralResultType.station, station); |
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238 row.putValue(SInfoResultType.infrastructuretype, null); // is replaced later for an infrastructure |
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239 row.putValue(SInfoResultType.floodDuration, Double.NaN); // is replaced later for an infrastructure |
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240 |
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241 final String gaugeLabel = this.riverInfoProvider.findGauge(station, (gauge == firstGauge)); |
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242 row.putValue(SInfoResultType.gaugeLabel, gaugeLabel); |
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243 |
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244 final String location = this.riverInfoProvider.getLocation(station); |
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245 row.putValue(SInfoResultType.location, location); |
9145 | 246 |
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247 final List<DurationWaterlevel> waterlevels = new ArrayList<>(wqkmsArray.length); |
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248 |
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249 for (final WQKms wqKm : wqkmsArray) { |
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250 assert (wqKm.getKm(kmIndex) == station.doubleValue()); |
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251 |
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252 final int overflowDays = (int) Math.round(underflowDaysToOverflowDays(durationFinder.getDuration(wqKm.getQ(kmIndex)))); |
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253 |
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254 final String waterlevelLabel = descBuilder.getDesc(wqKm); |
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255 |
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256 final DurationWaterlevel dw = new DurationWaterlevel(wqKm.getW(kmIndex), overflowDays, wqKm.getQ(kmIndex), waterlevelLabel); |
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257 waterlevels.add(dw); |
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258 } |
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259 row.putValue(SInfoResultType.customMultiRowColWaterlevel, waterlevels); |
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260 |
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261 return row; |
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262 } |
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263 |
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264 /** |
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265 * Calculate the result row fields for one infrastructure |
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266 */ |
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267 private void calculateInfrastructure(final ResultRow row, final Gauge gauge, final InfrastructureValue infrastructure, final WQBaseTableFinder wqFinder, |
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268 final Map<Gauge, GaugeDurationValuesFinder> durFinders) { |
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269 |
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270 final double q = wqFinder.getDischarge(infrastructure.getStation(), infrastructure.getHeight()); |
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271 final double qOut = Double.isInfinite(q) ? Double.NaN : q; |
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272 final double dur = underflowDaysToOverflowDays(durFinders.get(gauge).getDuration(q)); |
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273 row.putValue(SInfoResultType.riverside, infrastructure.getAttributeKey()); |
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274 row.putValue(SInfoResultType.floodDuration, dur); |
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275 row.putValue(SInfoResultType.floodDischarge, qOut); |
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276 row.putValue(SInfoResultType.infrastructureHeight, infrastructure.getHeight()); |
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277 row.putValue(SInfoResultType.infrastructuretype, infrastructure.getInfrastructure().getType().getName()); |
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278 } |
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280 /** |
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281 * Translates underflow duration into overflow duration |
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282 */ |
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283 private double underflowDaysToOverflowDays(final double underflowDays) { |
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284 return 365 - underflowDays; |
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286 } |