Mercurial > dive4elements > river

annotate artifacts/src/main/java/org/dive4elements/river/artifacts/sinfo/flood_duration/FloodDurationCalculator.java @ 9259:66b003701546

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Added infrastructure height and Q annotation to S-Info flood duration curve chart
author mschaefer
date Mon, 16 Jul 2018 08:43:07 +0200
parents ef7b65576d4b
children e5367900dd6d
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.List;
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15 import java.util.Map;
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16 import java.util.Set;
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17
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18 import org.apache.commons.lang.math.DoubleRange;
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19 import org.dive4elements.artifacts.CallContext;
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20 import org.dive4elements.river.artifacts.WINFOArtifact;
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21 import org.dive4elements.river.artifacts.access.ComputationRangeAccess;
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22 import org.dive4elements.river.artifacts.common.GeneralResultType;
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23 import org.dive4elements.river.artifacts.common.ResultRow;
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24 import org.dive4elements.river.artifacts.model.Calculation;
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25 import org.dive4elements.river.artifacts.model.Calculation.Problem;
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26 import org.dive4elements.river.artifacts.model.CalculationResult;
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27 import org.dive4elements.river.artifacts.model.WQDay;
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28 import org.dive4elements.river.artifacts.model.WQKms;
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29 import org.dive4elements.river.artifacts.resources.Resources;
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30 import org.dive4elements.river.artifacts.sinfo.common.GaugeDurationValuesFinder;
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31 import org.dive4elements.river.artifacts.sinfo.common.RiverInfoProvider;
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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.jfree.StickyAxisAnnotation;
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37 import org.dive4elements.river.jfree.StickyAxisAnnotation.SimpleAxis;
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38 import org.dive4elements.river.model.Attribute.AttributeKey;
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39 import org.dive4elements.river.model.Gauge;
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40 import org.dive4elements.river.model.sinfo.InfrastructureValue;
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41
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42 import gnu.trove.TDoubleArrayList;
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43
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44 /**
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45 * Calculation of the result rows of the flood duration of the infrastructures in a river km range
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46 * and selected main value durations
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47 *
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48 * @author Matthias Schäfer
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49 */
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50 final class FloodDurationCalculator {
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51
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52 private final List<ResultRow> rows = new ArrayList<>();
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53
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54 private final RiverInfoProvider riverInfoProvider;
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55
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56 private final CallContext context;
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57
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58 public FloodDurationCalculator(final CallContext context, final RiverInfoProvider riverInfoProvider) {
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59 this.context = context;
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60 this.riverInfoProvider = riverInfoProvider;
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61 }
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62
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63 /**
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64 * Calculate the infrastructures flood duration result rows
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65 */
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66 public void execute(final Calculation problems, final String label, final DoubleRange calcRange,
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67 final RiversideChoiceKey riverside, final WINFOArtifact winfo, final FloodDurationCalculationResults results) {
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68
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69 // Find all gauges of the calc range, and create the duration finders
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70 final Map<Gauge, GaugeDurationValuesFinder> durFinders = new HashMap<>();
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71 Gauge firstGauge = null;
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72 for (final Gauge gauge : this.riverInfoProvider.getRiver().determineGauges(calcRange.getMinimumDouble(), calcRange.getMaximumDouble())) {
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73 durFinders.put(gauge, GaugeDurationValuesFinder.loadValues(gauge, problems));
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74 if (firstGauge == null)
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75 firstGauge = gauge;
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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 AttributeKey bankKey = riverside.getAttributeKey();
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80 final List<InfrastructureValue> infras = InfrastructureValue.getValues(this.riverInfoProvider.getRiver(), calcRange.getMinimumDouble(),
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81 calcRange.getMaximumDouble(), bankKey);
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82
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83 // Merge all stations (range/step, borders of gauge ranges, infrastructures)
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84 final Map<Double, InfrastructureValue> allStations = new HashMap<>();
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85 final Map<Double, InfrastructureValue> secondBank = new HashMap<>(); // any second infrastructure in case of both-banks-option
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86 addRangeStations(allStations, winfo);
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87 addGaugeLimits(allStations, durFinders.keySet(), calcRange.getMinimumDouble(), calcRange.getMaximumDouble());
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88 addInfrastructures(allStations, secondBank, infras);
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89 final double[] stationsSorted = sortStations(allStations.keySet());
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90
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91 // Calculate W and Q for all stations and the selected discharge states
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92 // TODO Laut Herrn Reiß: Q und D jeweils konstant für jedes Pegel-Intervall, Q-Änderungen (Zuflüsse etc.) aus .wst
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93 // ignorieren
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94 final WQKms[] wqkmsArray = calculateWaterlevels(winfo, stationsSorted, problems);
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95
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96 // Determine discharge state labels of the main values
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97 updateMainValueLabels(wqkmsArray, winfo, problems);
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98
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99 // Create a finder for Q in the {river}.wst km-w-q table
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100 final WQBaseTableFinder wqFinder = WQBaseTableFinder.loadValues(this.riverInfoProvider.getRiver(), calcRange.getMinimumDouble(),
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101 calcRange.getMaximumDouble(), problems);
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102
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103 // Calculate the durations and create the result rows
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104 for (int i = 0; i <= stationsSorted.length - 1; i++) {
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105 final Gauge gauge = this.riverInfoProvider.getGauge(stationsSorted[i], true);
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106 final ResultRow row = createRow(stationsSorted[i], gauge, firstGauge, wqkmsArray, durFinders.get(gauge), i);
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107 if (allStations.containsKey(stationsSorted[i]) && (allStations.get(stationsSorted[i]) != null))
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108 calculateInfrastructure(row, gauge, allStations.get(stationsSorted[i]), wqFinder, durFinders);
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109 this.rows.add(row);
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110 if (secondBank.containsKey(stationsSorted[i])) {
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111 final ResultRow row2 = ResultRow.create(row);
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112 calculateInfrastructure(row2, gauge, secondBank.get(stationsSorted[i]), wqFinder, durFinders);
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113 this.rows.add(row2);
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114 }
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115 }
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116 final String[] mainValueLabels = new String[wqkmsArray.length];
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117 for (int i = 0; i <= wqkmsArray.length - 1; i++)
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118 mainValueLabels[i] = wqkmsArray[i].getName();
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119 results.addResult(new FloodDurationCalculationResult(label, mainValueLabels, this.rows), problems);
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120
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121 calcWQDays(problems, stationsSorted[0], AttributeKey.LEFT, winfo, results);
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122
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123 calcMainValueAnnotations(problems, 0, AttributeKey.LEFT, wqkmsArray, results);
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124
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125 calcInfrastructureAnnotations(problems, this.rows.get(0), wqkmsArray, results);
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126 }
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127
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128 /**
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129 * Calculate duration curve for a station and add to result collection
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130 */
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131 private void calcWQDays(final Calculation problems, final double station, final AttributeKey riverside, final WINFOArtifact winfo,
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132 final FloodDurationCalculationResults results) {
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133
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134 // Same processing as in W-Info DurationCurveState
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135 winfo.addStringData("ld_locations", Double.toString(station));
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136 final CalculationResult res = winfo.getDurationCurveData();
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137 final WQDay underflow = (WQDay) res.getData();
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138 // Transform underflow days into overflow days and re-sort
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139 final int[] days = new int[underflow.getWs().length];
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140 final double[] ws = new double[days.length];
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141 final double[] qs = new double[days.length];
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142 for (int i = 0, j = days.length - 1; i <= days.length - 1; i++, j--) {
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143 days[j] = 365 - underflow.getDay(i);
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144 ws[j] = underflow.getW(i);
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145 qs[j] = underflow.getQ(i);
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146 }
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147 res.setData(new WQDay(days, ws, qs));
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148 results.setDurationCurve(res);
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149 }
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150
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151 /**
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152 * 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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153 */
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154 private void calcMainValueAnnotations(final Calculation problems, final int stationIndex, final AttributeKey riverside,
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155 final WQKms[] wqkmsArray, final FloodDurationCalculationResults results) {
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156
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157 // Same way as in MainValueWFacet and ..QFacet, but special label handling
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158 final List<StickyAxisAnnotation> ws = new ArrayList<>();
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159 final List<StickyAxisAnnotation> qs = new ArrayList<>();
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160 for (int i = 0; i <= wqkmsArray.length - 1; i++) {
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161 final String qLabel = wqkmsArray[i].getName().startsWith("W=") ? "Q(" + wqkmsArray[i].getName() + ")" : wqkmsArray[i].getName();
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162 final StickyAxisAnnotation qAnnotation = new StickyAxisAnnotation(qLabel, (float) wqkmsArray[i].getQ(stationIndex), SimpleAxis.Y_AXIS,
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163 FloodDurationCurveGenerator.YAXIS.Q.idx);
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164 qs.add(qAnnotation);
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165 FloodDurationMainValuesQFacet.setHitPoint((WQDay) results.getDurationCurve().getData(), qAnnotation);
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166 final String wLabel = !wqkmsArray[i].getName().startsWith("W=") ? "W(" + wqkmsArray[i].getName() + ")" : wqkmsArray[i].getName();
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167 final StickyAxisAnnotation wAnnotation = new StickyAxisAnnotation(wLabel, (float) wqkmsArray[i].getW(stationIndex), SimpleAxis.Y_AXIS,
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168 FloodDurationCurveGenerator.YAXIS.W.idx);
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169 ws.add(wAnnotation);
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170 FloodDurationMainValuesWFacet.setHitPoint((WQDay) results.getDurationCurve().getData(), wAnnotation);
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171 }
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172 results.getMainValueQAnnotations().clear();
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173 results.getMainValueQAnnotations().addAll(qs);
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174 results.getMainValueWAnnotations().clear();
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175 results.getMainValueWAnnotations().addAll(ws);
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176 }
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177
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178 /**
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179 * 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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180 * collection
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181 */
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182 private void calcInfrastructureAnnotations(final Calculation problems, final ResultRow row, final WQKms[] wqkmsArray,
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183 final FloodDurationCalculationResults results) {
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184
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185 if (row.getValue(SInfoResultType.infrastructuretype) == null) {
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186 results.setInfrastructureWAnnotation(null);
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187 results.setInfrastructureQAnnotation(null);
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188 return;
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189 }
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190 // Same way as in MainValueWFacet and ..QFacet
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191 final String label = Resources.getMsg(this.context.getMeta(), "sinfo.chart.flood_duration.curve.infrastructure",
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192 "sinfo.chart.flood_duration.curve.infrastructure",
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193 SInfoResultType.infrastructuretype.exportValue(this.context, row.getValue(SInfoResultType.infrastructuretype))
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194 + ", " + SInfoResultType.riverside.exportValue(this.context, row.getValue(SInfoResultType.riverside)));
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195 final StickyAxisAnnotation qAnnotation = new StickyAxisAnnotation(label, (float) row.getDoubleValue(SInfoResultType.floodDischarge),
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196 SimpleAxis.Y_AXIS, FloodDurationCurveGenerator.YAXIS.Q.idx);
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197 FloodDurationMainValuesQFacet.setHitPoint((WQDay) results.getDurationCurve().getData(), qAnnotation);
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198 final StickyAxisAnnotation wAnnotation = new StickyAxisAnnotation(label, (float) row.getDoubleValue(SInfoResultType.infrastructureHeight),
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199 SimpleAxis.Y_AXIS, FloodDurationCurveGenerator.YAXIS.W.idx);
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200 FloodDurationMainValuesWFacet.setHitPoint((WQDay) results.getDurationCurve().getData(), wAnnotation);
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201
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202 results.setInfrastructureQAnnotation(qAnnotation);
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203 results.setInfrastructureWAnnotation(wAnnotation);
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204 }
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205
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206 /**
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207 * Adds to a stations map all stations corresponding to the active range and step
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208 */
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209 private void addRangeStations(final Map<Double, InfrastructureValue> allStations, final WINFOArtifact winfo) {
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210 for (final double station : new ComputationRangeAccess(winfo).getKms())
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211 allStations.put(Double.valueOf(station), null);
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212 }
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213
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214 /**
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215 * Adds to a stations map all range limits of the gauges within the calc range
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216 */
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217 private void addGaugeLimits(final Map<Double, InfrastructureValue> allStations, final Set<Gauge> gauges, final double fromKm, final double toKm) {
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218 for (final Gauge gauge : gauges) {
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219 final Double kmA = Double.valueOf(gauge.getRange().getA().doubleValue());
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220 final Double kmB = Double.valueOf(gauge.getRange().getB().doubleValue());
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221 if (kmA > fromKm - 0.0001)
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222 allStations.put(kmA, null);
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223 if (kmB < toKm + 0.0001)
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224 allStations.put(kmB, null);
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225 }
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226 }
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227
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228 /**
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229 * Adds to a stations map all (first) infrastructures of a station, and the second, if any, to another map
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230 */
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231 private void addInfrastructures(final Map<Double, InfrastructureValue> allStations, final Map<Double, InfrastructureValue> secondBank,
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232 final List<InfrastructureValue> infrastructures) {
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233 for (final InfrastructureValue infrastructure : infrastructures) {
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234 final Double station = infrastructure.getStation();
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235 if (!allStations.containsKey(station) || !(allStations.get(station) instanceof InfrastructureValue))
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236 allStations.put(station, infrastructure);
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237 else
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238 secondBank.put(station, infrastructure);
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239 }
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240 }
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241
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242 /**
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243 * Returns a double array with a sorted stations set
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244 */
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245 private double[] sortStations(final Set<Double> stations) {
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246 final TDoubleArrayList sorted = new TDoubleArrayList();
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247 for (final Double station : stations)
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248 sorted.add(station.doubleValue());
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249 sorted.sort();
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250 return sorted.toNativeArray();
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251 }
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252
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253 /**
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254 * Calculates an array of w-q-longitudinal sections for all artifact W/Q options
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255 */
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256 private WQKms[] calculateWaterlevels(final WINFOArtifact winfo, final double[] stations, final Calculation problems) {
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257 // REMARK aus TkhCalculation - move to WinfoArtifactWrapper?
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258 // TODO das ist ziemlich langsam - durch den WQBaseTableFinder ersetzen? (vorher W-Optionen in Q umrechnen)
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259 // (So funktioniert computeWaterlevelData wohl:
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260 // Es sucht die Spalte(n) zum Bezugspegel-Q in der W-Q-Tabelle ({river}.wst in Wst etc.),
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261 // interpoliert die horizontale Tabellenposition (Q) und dann die vertikale Tabellenposition der station;
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262 // das ergibt das W einer station für einen Abflusszustand;
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263 // bei Vorgabe eines Pegel-W wird vorher anhand der W-Q-Tabelle des Pegels ({gauge}.at in DischargeTable) das Q
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264 // interpoliert;
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265 // bei Vorgabe eines W auf freier Strecke wird wohl vorher noch die .wst-Interpolation eingesetzt, um das Q zu bekommen.
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266
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267 final CalculationResult waterlevelData = winfo.computeWaterlevelData(stations);
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268
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269 /* copy all problems */
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270 final Calculation winfoProblems = waterlevelData.getReport();
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271 final List<Problem> problems2 = winfoProblems.getProblems();
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272 if (problems2 != null) {
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273 for (final Problem problem : problems2) {
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274 problems.addProblem(problem);
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275 }
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276 }
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277 return (WQKms[]) waterlevelData.getData();
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278 }
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279
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280 /**
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281 * Determines the waterlevel/discharge state labels for the selected Q or W values and sets them in the WQKms array
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282 */
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283 private void updateMainValueLabels(final WQKms[] wqkmsArray, final WINFOArtifact winfo, final Calculation problems) {
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284
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285 for (int i = 0; i <= wqkmsArray.length - 1; i++)
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286 wqkmsArray[i].setName(buildWQDescription(wqkmsArray[i], winfo));
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287 }
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288
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289 /**
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290 *
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291 * @param wqkms
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292 * @param descBuilder
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293 * @return
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294 */
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295 private String buildWQDescription(final WQKms wqkms, final WINFOArtifact winfo) {
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296 final WaterlevelDescriptionBuilder descBuilder = new WaterlevelDescriptionBuilder(winfo, this.context);
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297 final String description = descBuilder.getDesc(wqkms);
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298 if (!description.isEmpty() && Character.isDigit(description.charAt(0))) {
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299 if (winfo.isQ())
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300 return "Q=" + description;
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301 else
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302 return "W=" + description;
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303 }
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304 else
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305 return description;
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306 }
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307
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308 /**
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309 * Create a result row for a station and its gauge, and add w-q-values as selected
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310 */
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311 private ResultRow createRow(final Double station, final Gauge gauge, final Gauge firstGauge, final WQKms[] wqkmsArray,
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312 final GaugeDurationValuesFinder durationFinder, final int kmIndex) {
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313
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314 final ResultRow row = ResultRow.create();
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315 row.putValue(GeneralResultType.station, station);
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316 row.putValue(SInfoResultType.infrastructuretype, null); // is replaced later for an infrastructure
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317 row.putValue(SInfoResultType.floodDuration, Double.NaN); // is replaced later for an infrastructure
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318
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319 final String gaugeLabel = this.riverInfoProvider.findGauge(station, (gauge == firstGauge));
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320 row.putValue(SInfoResultType.gaugeLabel, gaugeLabel);
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321
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322 final String location = this.riverInfoProvider.getLocation(station);
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323 row.putValue(SInfoResultType.location, location);
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324
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325 final List<DurationWaterlevel> waterlevels = new ArrayList<>(wqkmsArray.length);
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326
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327 for (final WQKms wqKms : wqkmsArray) {
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328 assert (wqKms.getKm(kmIndex) == station.doubleValue());
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329
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330 final int overflowDays = (int) Math.round(underflowDaysToOverflowDays(durationFinder.getDuration(wqKms.getQ(kmIndex))));
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331
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332 final DurationWaterlevel dw = new DurationWaterlevel(wqKms.getW(kmIndex), overflowDays, wqKms.getQ(kmIndex), wqKms.getName());
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333 waterlevels.add(dw);
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334 }
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335 row.putValue(SInfoResultType.customMultiRowColWaterlevel, waterlevels);
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336
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337 return row;
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338 }
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339
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340 /**
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341 * Calculate the result row fields for one infrastructure
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342 */
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343 private void calculateInfrastructure(final ResultRow row, final Gauge gauge, final InfrastructureValue infrastructure, final WQBaseTableFinder wqFinder,
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344 final Map<Gauge, GaugeDurationValuesFinder> durFinders) {
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345
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346 final double q = wqFinder.getDischarge(infrastructure.getStation(), infrastructure.getHeight());
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347 final double qOut = Double.isInfinite(q) ? Double.NaN : q;
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348 final double dur = underflowDaysToOverflowDays(durFinders.get(gauge).getDuration(q));
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349 row.putValue(SInfoResultType.riverside, infrastructure.getAttributeKey());
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350 row.putValue(SInfoResultType.floodDuration, dur);
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351 row.putValue(SInfoResultType.floodDischarge, qOut);
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352 row.putValue(SInfoResultType.infrastructureHeight, infrastructure.getHeight());
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353 row.putValue(SInfoResultType.infrastructuretype, infrastructure.getInfrastructure().getType().getName());
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354 }
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355
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356 /**
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357 * Translates underflow duration into overflow duration
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358 */
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359 private double underflowDaysToOverflowDays(final double underflowDays) {
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360 return 365 - underflowDays;
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361 }
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362 }
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