Foreword |
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ix | |
Preface |
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xi | |
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xv | |
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1 Precipitation and climate change |
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1 | (9) |
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1 | (1) |
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1.2 Climate change and variability |
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1 | (1) |
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1.3 Precipitation processes and floods |
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1 | (4) |
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1.4 Impacts of climate change |
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5 | (1) |
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1.5 Internal modes of climate variability: teleconnections |
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6 | (1) |
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1.6 Extreme precipitation and floods in a changing climate: main issues |
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7 | (1) |
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1.7 Conclusions and summary |
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8 | (2) |
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8 | (2) |
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2 Precipitation measurement |
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10 | (38) |
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10 | (1) |
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2.2 Precipitation measurement in a historical context |
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10 | (1) |
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2.3 Ground-, radar-, and satellite-based measurements |
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10 | (1) |
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2.4 Measurement methods, errors, and accuracy |
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11 | (1) |
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2.5 Configurations of rain gages |
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11 | (2) |
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2.6 Radar measurement of precipitation |
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13 | (1) |
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2.7 Weather radar and the theory of reflectivity |
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14 | (7) |
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2.8 Evaluation of exponents and coefficient values in a Z-R power relationship |
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21 | (1) |
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2.9 Formulation for optimal coefficients and exponents |
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22 | (3) |
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2.10 Bias evaluation and corrections |
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25 | (3) |
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2.11 Evaluation of methods |
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28 | (1) |
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29 | (1) |
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2.13 Performance evaluations with multiple stations |
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30 | (1) |
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2.14 Optimal parameters for weighting methods |
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30 | (1) |
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2.15 Bias corrections with limited rain gage data |
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31 | (1) |
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2.16 Satellite-based rainfall estimation |
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31 | (3) |
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2.17 Precipitation monitoring networks |
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34 | (1) |
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2.18 Clustering of rain gages |
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34 | (2) |
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36 | (1) |
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2.20 Optimal monitoring networks |
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36 | (1) |
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36 | (1) |
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2.22 Recommendations for rain gage placements |
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37 | (1) |
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2.23 Global precipitation data sets |
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38 | (3) |
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2.24 Global precipitation data sets: availability and formats |
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41 | (1) |
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2.25 Evaluation of observed gridded precipitation data sets |
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42 | (3) |
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2.26 Monitoring networks for extreme events |
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45 | (1) |
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2.27 Precipitation measurements in the future |
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45 | (1) |
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2.28 Summary and conclusions |
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46 | (2) |
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46 | (1) |
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Websites for data acquisition and resources |
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47 | (1) |
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3 Spatial analysis of precipitation |
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48 | (67) |
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3.1 Spatial analysis of precipitation data |
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48 | (1) |
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3.2 Missing data estimation |
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49 | (1) |
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3.3 Spatial interpolation |
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50 | (1) |
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3.4 Deterministic and stochastic interpolation methods |
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51 | (6) |
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3.5 Revisions to the inverse distance weighting method |
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57 | (1) |
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3.6 Integration of the Thiessen polygon approach and inverse distance method |
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57 | (1) |
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3.7 Correlation coefficient weighting method |
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58 | (1) |
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3.8 Inverse exponential weighting method |
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58 | (1) |
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58 | (1) |
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3.10 Trend surface models using local and global polynomial functions |
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59 | (1) |
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3.11 Example for trend surface models |
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60 | (2) |
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62 | (1) |
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3.13 Natural neighbor interpolation |
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63 | (1) |
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63 | (1) |
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3.15 Nearest neighbor weighting method |
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63 | (2) |
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3.16 Variants of multiple linear regression methods |
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65 | (1) |
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3.17 Regression models using auxiliary information |
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65 | (1) |
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3.18 Geostatistical spatial interpolation |
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66 | (4) |
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3.19 Optimal functional forms |
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70 | (3) |
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3.20 Structure of optimization formulations |
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73 | (5) |
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3.21 Emerging interpolation techniques |
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78 | (3) |
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3.22 Artificial neural networks |
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81 | (1) |
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3.23 Universal function approximation-based kriging |
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81 | (2) |
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3.24 Classification methods |
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83 | (1) |
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3.25 Distance metrics as proximity measures |
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84 | (1) |
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3.26 Distance metrics for precipitation data |
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84 | (2) |
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3.27 Boolean distance measures for precipitation data |
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86 | (2) |
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3.28 Optimal exponent weighting of proximity measures |
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88 | (1) |
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3.29 Optimal K-nearest neighbor classification method |
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88 | (1) |
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3.30 Optimal K-means clustering method |
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89 | (1) |
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3.31 Proximity measures: limitations |
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90 | (1) |
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3.32 Use of radar data for infilling precipitation data |
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90 | (1) |
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3.33 Geographically weighted optimization |
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91 | (1) |
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3.34 Single and multiple imputations of missing data |
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92 | (2) |
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3.35 Temporal interpolation of missing data |
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94 | (1) |
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3.36 Data set selection for model development and validation |
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95 | (1) |
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3.37 Performance measures |
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96 | (2) |
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3.38 Qualitative evaluation |
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98 | (1) |
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3.39 Model selection and multi-model comparison |
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99 | (1) |
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100 | (1) |
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3.41 Geo-spatial grid-based transformations of precipitation data |
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101 | (5) |
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3.42 Statistics preserving spatial interpolation |
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106 | (1) |
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3.43 Data for model development |
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107 | (1) |
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3.44 Optimization issues: solvers and solution methods |
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107 | (1) |
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3.45 Spatial analysis environments and interpolation |
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108 | (1) |
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3.46 Data filler approaches: application in real time |
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108 | (1) |
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3.47 Local and global interpolation: issues |
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108 | (1) |
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3.48 Under- and overestimation |
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109 | (1) |
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3.49 Main issues and complexities of spatial analysis of precipitation data |
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109 | (1) |
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3.50 Spatial interpolation for global gridded precipitation data sets |
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109 | (1) |
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3.51 Spatial interpolation of extreme precipitation data |
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110 | (1) |
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3.52 Applicability of methods |
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110 | (1) |
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3.53 RAIN: Rainfall Analysis and Interpolation Software |
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110 | (1) |
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3.54 Use and application of RAIN software |
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111 | (1) |
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3.55 Conclusions and summary |
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111 | (4) |
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112 | (3) |
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4 Extreme precipitation and floods |
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115 | (33) |
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115 | (1) |
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4.2 Hydrometeorological aspects of precipitation |
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115 | (1) |
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4.3 Larger-scale precipitation systems |
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115 | (1) |
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116 | (1) |
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4.5 Precipitation and river regimes |
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116 | (1) |
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4.6 Hydrometeorological aspects of floods: review of case studies |
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116 | (2) |
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4.7 Probable maximum precipitation |
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118 | (2) |
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4.8 Precipitation-based drivers and mechanisms influencing extreme floods |
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120 | (1) |
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120 | (1) |
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4.10 Flooding and shallow groundwater levels |
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120 | (1) |
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4.11 Soil moisture contributions to flooding |
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121 | (2) |
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4.12 Spatial and temporal occurrence of extreme events: dependence analysis |
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123 | (4) |
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4.13 Joint probability analysis |
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127 | (3) |
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4.14 Partial duration series analysis: peaks over thresholds |
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130 | (1) |
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4.15 Baseflow separation methods |
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131 | (2) |
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4.16 Extreme precipitation and flash floods |
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133 | (1) |
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4.17 Precipitation thresholds and floods |
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133 | (1) |
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4.18 Temporal difference in occurrence of peaks |
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134 | (1) |
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4.19 Cyclonic precipitation: episodic events |
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135 | (1) |
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135 | (2) |
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137 | (1) |
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4.22 Extreme precipitation events and peak flooding: example |
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138 | (2) |
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4.23 Assessment from dependence analysis |
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140 | (1) |
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4.24 Statistical analysis of peak discharge and precipitation data |
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141 | (3) |
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4.25 Floods in a changing climate: issues |
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144 | (1) |
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4.26 Conclusions and summary |
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145 | (3) |
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145 | (3) |
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5 Climate change modeling and precipitation |
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148 | (21) |
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5.1 Downscaling precipitation |
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148 | (1) |
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148 | (1) |
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5.3 Downscaling at spatial level |
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148 | (1) |
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5.4 Downscaling at temporal level |
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149 | (1) |
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5.5 Statistical downscaling techniques |
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149 | (2) |
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151 | (1) |
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5.7 Regional climate model: dynamic downscaling |
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151 | (1) |
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152 | (1) |
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5.9 Statistically downscaled climate change projections: concept example |
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152 | (10) |
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5.10 Weather generator: concepts |
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162 | (5) |
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5.11 Downscaling precipitation: major issues |
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167 | (1) |
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5.12 Conclusions and summary |
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167 | (2) |
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167 | (1) |
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168 | (1) |
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168 | (1) |
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6 Precipitation variability and teleconnections |
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169 | (24) |
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169 | (1) |
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170 | (1) |
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6.3 El Nino Southern Oscillation |
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170 | (5) |
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175 | (2) |
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6.5 Teleconnections and extreme precipitation |
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177 | (8) |
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6.6 ENSO and precipitation |
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185 | (2) |
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6.7 Combined influence of AMO-ENSO phases |
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187 | (1) |
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6.8 Pacific Decadal Oscillation |
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187 | (1) |
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6.9 North Atlantic Oscillation |
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187 | (2) |
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6.10 Forecasts based on teleconnections |
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189 | (1) |
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6.11 Precipitation and teleconnections: global impacts |
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189 | (2) |
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6.12 Conclusions and summary |
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191 | (2) |
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191 | (1) |
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192 | (1) |
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7 Precipitation trends and variability |
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193 | (32) |
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7.1 Historical and future trends |
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193 | (1) |
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7.2 Global precipitation trends |
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193 | (1) |
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7.3 USA precipitation changes |
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194 | (1) |
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7.4 Assessment of extreme precipitation trends: techniques |
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194 | (1) |
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7.5 Fitting probability distributions for extreme rainfall data |
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195 | (2) |
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7.6 Statistical distributions |
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197 | (1) |
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197 | (1) |
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198 | (1) |
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7.9 Parametric and non-parametric tests |
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199 | (2) |
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7.10 Regional frequency analysis |
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201 | (1) |
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7.11 Illustrative examples |
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201 | (5) |
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7.12 Value of fitting a parametric frequency curve |
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206 | (1) |
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7.13 Extreme rainfall frequency analysis in the USA |
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207 | (1) |
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7.14 Uncertainty and variability in rainfall frequency analysis |
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208 | (3) |
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7.15 Assessment of sample variances |
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211 | (1) |
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7.16 Non-parametric methods |
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211 | (1) |
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212 | (1) |
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7.18 Partial duration series |
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213 | (1) |
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7.19 Incorporating climate variability and climate change into rainfall frequency analysis |
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213 | (1) |
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213 | (1) |
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7.21 Statistical tests and trend analysis: example of extreme precipitation analysis in South Florida |
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214 | (1) |
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7.22 Different tests: moving window approaches |
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215 | (1) |
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7.23 Implications of infilled data |
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215 | (2) |
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7.24 Descriptive indices for precipitation extremes |
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217 | (4) |
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221 | (1) |
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7.26 Trends based on GCM model simulations |
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222 | (1) |
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7.27 Software for evaluation of extreme precipitation data |
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222 | (1) |
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7.28 Conclusions and summary |
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222 | (3) |
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222 | (2) |
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224 | (1) |
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8 Hydrologic modeling and design |
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225 | (16) |
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8.1 Precipitation and climate change: implications on hydrologic modeling and design |
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225 | (1) |
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8.2 Emerging trends in hydrologic design for extreme precipitation |
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225 | (1) |
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8.3 Methodologies for hydrologic design |
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226 | (1) |
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227 | (1) |
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8.5 Adaptive hydrologic infrastructure design |
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228 | (3) |
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8.6 Hydrologic design example |
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231 | (2) |
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8.7 Example of water balance model |
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233 | (2) |
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8.8 Water budget model software |
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235 | (1) |
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8.9 Infrastructural modifications and adaptation to climate change |
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236 | (2) |
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8.10 Conclusions and summary |
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238 | (3) |
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238 | (3) |
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241 | (8) |
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9.1 Future hydrologic design and water resources management |
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241 | (1) |
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9.2 Uncertain climate change model simulations |
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241 | (1) |
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9.3 Future of hydrologic data for design |
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242 | (1) |
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9.4 Tools for climate-sensitive management of water resources systems |
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243 | (1) |
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9.5 Example: generation of compromise operating policies for flood protection |
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243 | (2) |
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9.6 Impacts of climate change on reservoir operations: example from Brazil |
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245 | (1) |
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9.7 Climate change and future hydrologic engineering practice |
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246 | (1) |
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9.8 Floods: stationarity and non-stationarity issues |
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247 | (1) |
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9.9 Extreme precipitation: issues for the future |
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247 | (1) |
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9.10 Institutional changes and adaptation challenges |
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247 | (1) |
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9.11 Conclusions and summary |
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248 | (1) |
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248 | (1) |
Glossary |
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249 | (4) |
References |
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253 | (13) |
Index |
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266 | |