Mercurial > dive4elements > river

annotate artifacts/src/main/java/org/dive4elements/river/artifacts/sinfo/flood_duration/FloodDurationCalculator.java @ 9620:26e113e8224f

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Nachtrag Pos. 20: flood duration calculation for multiple infrastructure groups/types, local class FloodDurationCalculationResult.Infrastructure renamed and extracted into own class
author mschaefer
date Thu, 10 Oct 2019 17:11:54 +0200
parents d889ffe2fb05
children 07f02019065e
rev   line source
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1 /** Copyright (C) 2017 by Bundesanstalt für Gewässerkunde
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2 * Software engineering by
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3 * Björnsen Beratende Ingenieure GmbH
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4 * Dr. Schumacher Ingenieurbüro für Wasser und Umwelt
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5 *
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6 * This file is Free Software under the GNU AGPL (>=v3)
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7 * and comes with ABSOLUTELY NO WARRANTY! Check out the
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8 * documentation coming with Dive4Elements River for details.
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9 */
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10 package org.dive4elements.river.artifacts.sinfo.flood_duration;
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11
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12 import java.util.ArrayList;
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13 import java.util.HashMap;
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14 import java.util.HashSet;
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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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18
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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;
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23 import org.dive4elements.river.artifacts.common.GeneralResultType;
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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;
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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.model.river.RiverInfoProvider;
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34 import org.dive4elements.river.artifacts.sinfo.common.GaugeDurationValuesFinder;
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35 import org.dive4elements.river.artifacts.sinfo.common.SInfoResultType;
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36 import org.dive4elements.river.exports.WaterlevelDescriptionBuilder;
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37 import org.dive4elements.river.model.Attribute.AttributeKey;
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38 import org.dive4elements.river.model.Gauge;
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39 import org.dive4elements.river.model.sinfo.InfrastructureValue;
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40
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41 import gnu.trove.TDoubleArrayList;
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42
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43 /**
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44 * Calculation of the result rows of the flood duration of the infrastructures in a river km range
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45 * and selected main value durations
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46 *
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47 * @author Matthias Schäfer
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48 */
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49 final class FloodDurationCalculator {
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50
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51 private final List<ResultRow> rows = new ArrayList<>();
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52
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53 private final RiverInfoProvider riverInfoProvider;
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54 private RiverInfoProvider riverInfoProvider2;
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55 private final Map<Double, List<InfrastructureValue>> stationInfras;
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56
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57 private final CallContext context;
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58
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59 public FloodDurationCalculator(final CallContext context, final RiverInfoProvider riverInfoProvider) {
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60 this.context = context;
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61 this.riverInfoProvider = riverInfoProvider;
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62 this.riverInfoProvider2 = null;
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63 this.stationInfras = new HashMap<>();
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64 }
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65
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66 /**
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67 * Calculate the infrastructures flood duration result rows
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68 */
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69 public void execute(final Calculation problems, final String label, final DoubleRange calcRange, final AttributeKey riverside,
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70 final Set<String> infrastructureChoices, final boolean withWspl, final WINFOArtifact winfo, final FloodDurationCalculationResults results) {
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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 for (final Gauge gauge : this.riverInfoProvider.getGauges()) {
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75 durFinders.put(gauge, GaugeDurationValuesFinder.loadValues(gauge, problems));
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76 }
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77
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78 // Find all infrastructures within the calc range
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79 final List<InfrastructureValue> infras = InfrastructureValue.getValues(this.riverInfoProvider.getRiver(), calcRange.getMinimumDouble(),
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80 calcRange.getMaximumDouble(), riverside, infrastructureChoices);
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81
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82 // Merge all stations (range/step, borders of gauge ranges, infrastructures)
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83 // final Map<Double, InfrastructureValue> allStations = new HashMap<>();
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84 this.stationInfras.clear();
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85 // final Map<Double, InfrastructureValue> secondBank = new HashMap<>(); // any second infrastructure in case of
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86 // both-banks-option
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87 addRangeStations(winfo);
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88 addGaugeLimits(durFinders.keySet(), calcRange.getMinimumDouble(), calcRange.getMaximumDouble());
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89 addInfrastructures(infras);
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90 final double[] stationsSorted = sortStations(this.stationInfras.keySet());
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91
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92 // Calculate W and Q for all stations and the selected discharge states/waterlevels
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93 final WQKms[] wqkmsArray = calculateWsts(winfo, withWspl, stationsSorted, problems);
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94 // final WaterlevelData waterlevel = new WaterlevelData(wqkmsArray[0], -1, false, true);
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95 // this.riverInfoProvider2 = this.riverInfoProvider.forWaterlevel(waterlevel);
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96 this.riverInfoProvider2 = this.riverInfoProvider.forReferenceRange(calcRange, false);
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97 // this.riverInfoProvider2.cleanupGaugesAtStart(calcRange);
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98
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99 // Determine discharge state labels of the waterlevels
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100 updateWstLabels(wqkmsArray, winfo, problems);
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101
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102 final Map<Gauge, List<Double>> gaugeWstDurations = new HashMap<>();
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103 if (withWspl)
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104 calcGaugeWstDurations(winfo, new ArrayList<>(durFinders.keySet()), gaugeWstDurations, durFinders);
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105
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106 // Load base wst table (river).wst
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107 // (should be in cache since already used in calculateWaterlevels (winfo.computeWaterlevelData)
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108 final WstValueTable wst = WstValueTableFactory.getTable(this.riverInfoProvider2.getRiver());
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109
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110 final Set<FloodDurationInfrastructureChoice> infrastructures = new HashSet<>();
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111
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112 // Create the result rows, and calculate and add the flood durations etc.
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113 for (int i = 0; i <= stationsSorted.length - 1; i++) {
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114 final Gauge gauge = this.riverInfoProvider2.getGauge(stationsSorted[i], true);
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115 if (this.stationInfras.containsKey(stationsSorted[i])) {
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116 for (final InfrastructureValue infra : this.stationInfras.get(stationsSorted[i])) {
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117 final ResultRow row = createRow(stationsSorted[i], wqkmsArray, gaugeWstDurations.get(gauge), i);
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118 calculateInfrastructure(row, gauge, infra, wst, durFinders, infrastructures);
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119 this.rows.add(row);
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120 }
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121 }
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122 }
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123
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124 // Get the labels of the selected waterlevels
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125 final String[] wstLabels = new String[wqkmsArray.length];
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126 for (int i = 0; i <= wqkmsArray.length - 1; i++)
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127 wstLabels[i] = wqkmsArray[i].getName();
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128
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129 results.addResult(new FloodDurationCalculationResult(label, wstLabels, this.rows, withWspl, infrastructures), problems);
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130 }
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131
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132 /**
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133 * Calculates the duration curve for a station
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134 * (other than the version 3.2.1 W-Info Dauerlinie the wst column positions
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135 * are taken from the Q values of the gauge's Q-D-table)
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136 */
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137 public WQDay calcWQDays(final Calculation problems, final double station, final WINFOArtifact winfo) {
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138
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139 final CalculationResult res = winfo.getDurationCurveData();
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140 final WQDay wqday = (WQDay) res.getData();
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141 if (wqday == null)
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142 return null;
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143
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144 final int[] odays = new int[wqday.size()];
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145 for (int i = 0; i <= odays.length - 1; i++)
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146 odays[i] = 365 - wqday.getDay(i); // TODO Eigentlich 365.25, ist aber mit getDay als int sinnlos
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147 return new WQDay(odays, wqday.getWs(), wqday.getQs());
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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 stations corresponding to the active range and step
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152 */
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153 private void addRangeStations(final WINFOArtifact winfo) {
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154 for (final double station : new ComputationRangeAccess(winfo).getKms())
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155 this.stationInfras.put(Double.valueOf(station), new ArrayList<InfrastructureValue>());
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156 }
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157
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158 /**
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159 * Adds to a stations map all range limits of the gauges within the calc range
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160 */
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161 private void addGaugeLimits(final Set<Gauge> gauges, final double fromKm, final double toKm) {
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162 for (final Gauge gauge : gauges) {
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163 final Double kmA = Double.valueOf(gauge.getRange().getA().doubleValue());
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164 final Double kmB = Double.valueOf(gauge.getRange().getB().doubleValue());
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165 if (kmA > fromKm - 0.0001)
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166 this.stationInfras.put(kmA, new ArrayList<InfrastructureValue>());
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167 if (kmB < toKm + 0.0001)
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168 this.stationInfras.put(kmB, new ArrayList<InfrastructureValue>());
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169 }
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170 }
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171
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172 /**
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173 * Adds all infrastructures of a station to the station map
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174 */
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175 private void addInfrastructures(final List<InfrastructureValue> infrastructures) {
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176 for (final InfrastructureValue infrastructure : infrastructures) {
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177 final Double station = infrastructure.getStation();
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178 if (this.stationInfras.containsKey(station))
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179 this.stationInfras.get(station).add(infrastructure);
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180 }
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181 }
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182
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183 /**
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184 * Returns a double array with a sorted stations set
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185 */
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186 private double[] sortStations(final Set<Double> stations) {
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187 final TDoubleArrayList sorted = new TDoubleArrayList();
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188 for (final Double station : stations)
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189 sorted.add(station.doubleValue());
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190 sorted.sort();
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191 return sorted.toNativeArray();
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192 }
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193
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194 /**
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195 * Calculates an array of w-q-longitudinal sections for all artifact W/Q options
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196 */
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197 private WQKms[] calculateWsts(final WINFOArtifact winfo, final boolean withWspl, final double[] stations, final Calculation problems) {
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198 // First run may take long, further runs are faster since WstValueTable is in cache then
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199 // (So funktioniert computeWaterlevelData wohl:
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200 // Es sucht die Spalte(n) zum Bezugspegel-Q in der W-Q-Tabelle ({river}.wst in Wst etc.),
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201 // interpoliert die horizontale Tabellenposition (Q) und dann die vertikale Tabellenposition der station;
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202 // das ergibt das W einer station für einen Abflusszustand;
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203 // bei Vorgabe eines Pegel-W wird vorher anhand der W-Q-Tabelle des Pegels ({gauge}.at in DischargeTable) das Q
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204 // interpoliert;
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205 // bei Vorgabe eines W auf freier Strecke wird wohl vorher noch die .wst-Interpolation eingesetzt, um das Q zu bekommen.
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206
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207 if (!withWspl)
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208 return new WQKms[] {};
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209
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210 final CalculationResult wstsData = winfo.computeWaterlevelData(stations);
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211
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212 /* copy all problems */
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213 final Calculation winfoProblems = wstsData.getReport();
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214 final List<Problem> problems2 = winfoProblems.getProblems();
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215 if (problems2 != null) {
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216 for (final Problem problem : problems2) {
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217 problems.addProblem(problem);
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218 }
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219 }
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220 return (WQKms[]) wstsData.getData();
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221 }
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222
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223 /**
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224 * Determines the waterlevel/discharge state labels for the selected Q or W values and sets them in the WQKms array
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225 */
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226 private void updateWstLabels(final WQKms[] wqkmsArray, final WINFOArtifact winfo, final Calculation problems) {
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227
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228 for (int i = 0; i <= wqkmsArray.length - 1; i++)
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229 wqkmsArray[i].setName(buildWQDescription(wqkmsArray[i], winfo));
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230 }
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231
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232 /**
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233 * Builds the description label of a waterlevel
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234 */
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235 private String buildWQDescription(final WQKms wqkms, final WINFOArtifact winfo) {
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236
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237 final WaterlevelDescriptionBuilder descBuilder = new WaterlevelDescriptionBuilder(winfo, this.context);
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238 // TODO Zwischen numerischem Q-Wert und Dauerzahl-Hauptwert (0..364) unterscheiden
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239 final String description = descBuilder.getDesc(wqkms);
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240 if (!description.isEmpty() && Character.isDigit(description.charAt(0))) {
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241 if (winfo.isQ())
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242 return "Q=" + description;
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243 else
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244 return "W=" + description;
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740d65e4aa14 Q [m³/s] one message
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245 } else
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246 return description;
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247 }
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248
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249 /**
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250 * Calculates the flood durations of the Qs of the waterlevels/discharge states for a map of gauges
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251 */
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252 private void calcGaugeWstDurations(final WINFOArtifact winfo, final List<Gauge> gauges, final Map<Gauge, List<Double>> gaugeWstDurations,
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253 final Map<Gauge, GaugeDurationValuesFinder> durFinders) {
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254
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255 final double[] gaugeKms = new double[gauges.size()];
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256 for (int i = 0; i <= gauges.size() - 1; i++) {
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257 gaugeKms[i] = gauges.get(i).getStation().doubleValue();
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258 gaugeWstDurations.put(gauges.get(i), new ArrayList<Double>());
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259 }
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260 final CalculationResult wstsData = winfo.computeWaterlevelData(gaugeKms);
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261 final WQKms[] wsts = (WQKms[]) wstsData.getData();
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262 for (int i = 0; i <= gauges.size() - 1; i++) {
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263 final GaugeDurationValuesFinder durFinder = durFinders.get(gauges.get(i));
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264 for (int j = 0; j <= wsts.length - 1; j++) {
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265 final double d = durFinder.getDuration(wsts[j].getQ(i));
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266 gaugeWstDurations.get(gauges.get(i)).add(Double.valueOf(underflowDaysToOverflowDays(d)));
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267 }
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268 }
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269 }
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270
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271 /**
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272 * Create a result row for a station, and add w-q-values as selected
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273 */
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274 private ResultRow createRow(final Double station, final WQKms[] wqkmsArray, final List<Double> gaugeDurations, final int kmIndex) {
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275
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276 final ResultRow row = ResultRow.create();
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277 row.putValue(GeneralResultType.station, station);
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278 row.putValue(SInfoResultType.infrastructuregroup, null); // is replaced later for an infrastructure type
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279 row.putValue(SInfoResultType.infrastructuretype, null); // is replaced later for an infrastructure part
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280 row.putValue(SInfoResultType.floodDuration, Double.NaN); // is replaced later for an infrastructure
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281
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282 final String gaugeLabel = this.riverInfoProvider2.findGauge(station);
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283 row.putValue(GeneralResultType.gaugeLabel, gaugeLabel);
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284
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285 final String location = this.riverInfoProvider2.getLocation(station);
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286 row.putValue(GeneralResultType.location, location);
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287
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288 final List<DurationWaterlevel> wsts = new ArrayList<>(wqkmsArray.length);
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289
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290 for (int i = 0; i <= wqkmsArray.length - 1; i++) {
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291 final DurationWaterlevel dw = new DurationWaterlevel(wqkmsArray[i].getW(kmIndex), gaugeDurations.get(i), wqkmsArray[i].getQ(kmIndex),
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292 wqkmsArray[i].getName());
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293 wsts.add(dw);
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294 }
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295 row.putValue(SInfoResultType.customMultiRowColWaterlevel, wsts);
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296
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297 return row;
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298 }
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299
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300 /**
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301 * Calculate the result row fields for one infrastructure
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302 */
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303 private void calculateInfrastructure(final ResultRow row, final Gauge gauge, final InfrastructureValue infrastructure, final WstValueTable wst,
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304 final Map<Gauge, GaugeDurationValuesFinder> durFinders, final Set<FloodDurationInfrastructureChoice> infrastructures) {
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305
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306 // Interpolate the infrastructure height in the wst table to get the corresponding Q
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307 final Calculation problems = new Calculation();
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308 final double[] qs = wst.findQsForW(infrastructure.getStation().doubleValue(), infrastructure.getHeight().doubleValue(), problems);
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309 // TODO Fehlerbehandlung (kein Q gefunden)
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310 final double q = (qs.length >= 1) ? qs[0] : Double.NaN;
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311 // Set the result row
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312 row.putValue(SInfoResultType.riverside, infrastructure.getAttributeKey());
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313 row.putValue(SInfoResultType.floodDischarge, q);
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314 row.putValue(SInfoResultType.infrastructureHeight, infrastructure.getHeight());
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315 row.putValue(SInfoResultType.infrastructuregroup, infrastructure.getInfrastructure().getGroup().getName());
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316 row.putValue(SInfoResultType.infrastructuretype, infrastructure.getInfrastructure().getType().getName());
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317
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318 // Determine the relative column position of the Q of the infrastructure height
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319 final QPosition qPos = wst.getQPosition(infrastructure.getStation().doubleValue(), q);
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320 if (qPos != null) {
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321 // Get the Q for the found column position for the station of the gauge
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322 final double qGauge = wst.getQ(qPos, gauge.getStation().doubleValue());
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323 // Interpolate the Q-D-table of the gauge
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324 final double dur = underflowDaysToOverflowDays(durFinders.get(gauge).getDuration(qGauge));
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325 // Set D in the result row
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326 row.putValue(SInfoResultType.floodDuration, dur);
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327 }
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328 final FloodDurationInfrastructureChoice groupType = new FloodDurationInfrastructureChoice(row);
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329 infrastructures.add(groupType);
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330 }
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331
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332 /**
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333 * Translates underflow duration into overflow duration
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334 */
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335 private double underflowDaysToOverflowDays(final double underflowDays) {
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336 return 365.25 - underflowDays;
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337 }
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338 }
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