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RAINFALL

Modeling, Measurement and Applications

RAINFALL

Modeling, Measurement and Applications

Department of Civil and Environmental Engineering, University of Perugia, Perugia, Italy

Elsevier

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Copyright © 2022 Elsevier Inc. All rights reserved.

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This book and the individual contributions contained in it are protected under copyright by the Publisher (other than as may be noted herein).

Notices

Knowledge and best practice in this field are constantly changing. As new research and experience broaden our understanding, changes in research methods, professional practices, or medical treatment may become necessary.

Practitioners and researchers must always rely on their own experience and knowledge in evaluating and using any information, methods, compounds, or experiments described herein. In using such information or methods they should be mindful of their own safety and the safety of others, including parties for whom they have a professional responsibility.

To the fullest extent of the law, neither the Publisher nor the authors, contributors, or editors, assume any liability for any injury and/or damage to persons or property as a matter of products liability, negligence or otherwise, or from any use or operation of any methods, products, instructions, or ideas contained in the material herein.

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ISBN: 978-0-12-822544-8

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Typeset by Aptara, New Delhi, India

2.4

2.4.1

CHAPTER 4

5.5 Errors in radar rainfall estimation and their correction...............

5.5.1 Variability of the Z-R relationship ....................................

5.5.2 Ground clutter ...................................................................

5.5.3 Beam blocking

5.5.4 Range-related errors and the vertical profile of radar reflectivity

5.5.5 Attenuation by intervening precipitation and due to a wet radome

5.5.6 Electrical stability of radar system ...................................

5.6 Radar – raingauge merging and assessment of radar rainfall uncertainty ..................................................................................

5.7 Dual polarization

5.8 Conclusions.................................................................................

6.1

6.2

6.2.1

6.2.2

6.3 Precipitation

6.3.1

6.3.2

6.3.3

6.3.4

6.3.5

6.4

6.5 Case study: hurricane Laura observed by the GPM Core Observatory .................................................................................

6.6

6.7

CHAPTER 7 Time resolution of rain gauge data and its

Renato Morbidelli, Corrado Corradini, Carla Saltalippi, Alessia Flammini

7.1

7.2

7.3 Rainfall data time-resolution in different geographic areas of the world ................................................................................. 173

7.4 Effect of data time-resolution on the estimate of annual maximum rainfall depths 181

7.4.1 Hyetograph shape and Hd underestimation ...................... 182

7.4.2 Development of average error relationships and correction of Hd series ...................................................... 186

7.5 Rainfall data time-resolution and its role in the hydrological applications ................................................................................. 188

7.6 Case study: Umbria region in central Italy 189

7.6.1 The history of the rainfall data time-resolution in the study area 189

7.6.2 The underestimation error of the annual maximum rainfall depth in the study region 193

7.6.3 Influence of ta on hydrological analyses in the study area 198

Ramesh S.V. Teegavarapu 8.1

8.3.6

8.3.7

8.3.8

8.4.5

8.4.6 Spline interpolation methods ......................................... 239

8.4.7 Surface fitting methods: issues....................................... 241

8.5 Radar and satellite-based methods ........................................... 242

8.6 Computationally intensive estimation methods ....................... 244

8.7 Mean areal precipitation estimation: issues ............................. 246

8.7.1 Precipitation monitoring network adequacy .................. 246

8.7.2 Quality of precipitation measurements .......................... 247

8.7.3 Missing precipitation data at rain gauges....................... 247

8.7.4 Quality of radar and satellite-based precipitation estimates ......................................................................... 249

8.7.5 Spatial interpolation approaches 250

8.8 Evaluation of mean areal precipitation estimation methods .... 250

8.9 Recommendations for selection of a mean areal precipitation estimation method ............................................... 252

8.10 Conclusions 254 References .......................................................................................... 254

CHAPTER 9

Ombrian curves advanced to stochastic modeling of rainfall intensity ............................... 261

Demetris Koutsoyiannis, Theano Iliopoulou

9.1 Introduction................................................................................. 261

9.2 A stochastic framework for building ombrian models 263

9.2.1 Basic requirements for an ombrian model ........................ 263

9.2.2 Characterization of second-order properties through climacogram ..................................................................... 264

9.2.3 Assigning empirical return periods using order statistics 266

9.3 Building a theoretically consistent ombrian model .................... 268

9.3.1 All-scale version 268

9.3.2 Simplified model for small scales ..................................... 272

9.4 Model fitting procedure 273

9.4.1 All-scale version ............................................................... 273

9.4.2 Simplified version 274

9.5 Development of an ombrian model for Bologna in Italy ............ 275

9.6 Discussion and further aspects 277

9.6.1 On the use of all data ........................................................ 279

9.6.2 On the estimation of the tail-index 280

9.6.3 On the use of a Hershfield coefficient............................... 280

9.6.4 Area-reduction of point ombrian curves 281

9.7 Conclusions.................................................................................

Alessia Flammini, Jacopo Dari, Corrado Corradini, Carla Saltalippi, Renato Morbidelli

Hayley J. Fowler, Haider Ali

CHAPTER 12 Rainfall regionalization techniques ..................... 327

Pierluigi Claps, Daniele Ganora, Paola Mazzoglio

12.1 Introduction ..............................................................................

12.2 Variables to be regionalized, data preparation, and data scarcity .....................................................................................

12.2.1 Regionalized variables..................................................

12.2.2 Data preparation and data scarcity ...............................

12.3 Regional methods .....................................................................

12.3.1 Fixed region and region-of-influence methods

12.3.2 Regionless methods ......................................................

12.3.3 Geostatistical techniques

12.4 Methods adopted in practice ....................................................

12.4.1 National atlases

12.5 Considerations on applicability and evolution of the regional frequency analyses

12.6 Conclusions ..............................................................................

CHAPTER 13 Rainfall and development of floods ...................... 351

Carla Saltalippi, Corrado Corradini, Jacopo Dari, Renato Morbidelli, Alessia Flammini

13.1 Introduction

13.2 Formation and separation of the flood hydrograph .................. 352

13.3 A modeling framework for flood simulation and real-time flood forecasting.......................................................................

13.4 A short description of the implicit functions incorporated in the real-time flood forecasting model framework .................... 358

13.5 Rainfall-runoff for designing extreme floods

Conclusions ..............................................................................

CHAPTER 14 Rainfall and infiltration

Rao S. Govindaraju, Abhishek Goyal

14.1 Introduction ..............................................................................

14.2 Rainfall-infiltration process

14.3 Point infiltration methods .........................................................

14.3.1 Empirical equations

14.3.2 Green-Ampt model .......................................................

14.3.3 Philip model

14.3.4 Parlange-Lisle-Braddock-Smith model ........................

CHAPTER 15 Rainfall and erosion/sediment transport

CHAPTER 16

16.3 The TRIGRS physically-based model .....................................

16.4 Rainfall thresholds for landslide initiation ............................... 432

16.4.1 Frequentist method for the definition of rainfall thresholds 434

16.4.2 Validation of rainfall thresholds ................................... 437

16.5 Operational prediction and forecasting of rainfall-induced landslides.................................................................................. 439

16.6 Case study: frequentist thresholds for landslide initiation in Italy ...................................................................................... 441

16.7 Conclusions

CHAPTER 17 Rainfall

17.1 Introduction .............................................................................. 451 17.2 Drought hydrology and generating processes .......................... 453

17.3 Drought indices 455

17.3.1 Standardized precipitation index (SPI)......................... 456

17.3.2 Standardized precipitation-evapotranspiration index (SPEI) ................................................................. 458

17.3.3 Palmer drought severity index (PDSI) 459

17.4 Case study: drought characterization using SPI, SPEI, and PDSI 460

17.4.1 Background .................................................................. 460

17.4.2 Temporal evolution and characteristics of drought 462

Conclusion ............................................................................... 466

Contributors

Haider Ali

School of Engineering, Newcastle University, United Kingdom

Ali Alnahit

Department of Civil Engineering, King Saud University, Riyadh, Saudi Arabia

Marco Borga

Department of Land Environment Agriculture and Forestry, University of Padova, Padova, Italy

Maria Teresa Brunetti

CNR IRPI - Italian National Research Council, Research Institute for the GeoHydrological Protection, Perugia, Italy

O. Castro-Orgaz

University of Córdoba, Department of Agronomy, Córdoba, Spain

Arianna Cauteruccio

University of Genova, Dept. of Civil, Chemical and Environmental Engineering, Genoa, Italy; WMO/CIMO Lead Centre “B. Castelli” on Precipitation Intensity, Italy

Pierluigi Claps

Department of Environment, Land and Infrastructure Engineering, Politecnico di Torino, Torino, Italy

Corrado Corradini

Department of Civil and Environmental Engineering, University of Perugia, Perugia, Italy

Jacopo Dari

National Research Council, Research Institute for Geo-Hydrological Protection, Perugia, Italy; Department of Civil and Environmental Engineering, University of Perugia, Perugia, Italy

Alessia Flammini

Department of Civil and Environmental Engineering, University of Perugia, Perugia, Italy

Hayley J. Fowler

School of Engineering, Newcastle University, United Kingdom

Marco Gabella

Meteoswiss, Locarno Monti, Switzerland

Daniele Ganora

Department of Environment, Land and Infrastructure Engineering, Politecnico di Torino, Torino, Italy

Stefano Luigi Gariano

CNR IRPI - Italian National Research Council, Research Institute for the GeoHydrological Protection, Perugia, Italy

Contributors

J.V. Giráldez

University of Córdoba, Department of Agronomy, Córdoba, Spain; Institute for Sustainable Agriculture, CSIC, Department of Agronomy, Córdoba, Spain

Rao S. Govindaraju

Lyles School of Civil Engineering, Purdue University, West Lafayette, IN, United States

Abhishek Goyal

Lyles School of Civil Engineering, Purdue University, West Lafayette, IN, United States

Wojciech W. Grabowski

Mesoscale and Microscale Meteorology Laboratory, NCAR, Boulder, CO, United States

Fausto Guzzetti

Civil Protection Department, Office of the Prime Minister, Rome, Italy

J.A. Gómez

Institute for Sustainable Agriculture, CSIC, Department of Agronomy, Córdoba, Spain

Theano Iliopoulou

Department of Water Resources and Environmental Engineering, National Technical University of Athens, Zographou, Greece

Christopher Kidd

Earth System Science

Interdisciplinary Center, University of Maryland, MD, United States; NASA Goddard Space Flight Center, Greenbelt, MD, United States

Demetris Koutsoyiannis

Department of Water Resources and Environmental Engineering, National Technical University of Athens, Zographou, Greece

A.M. Laguna

University of Córdoba, Department of Applied Physics, Córdoba, Spain

Luca G. Lanza

University of Genova, Dept. of Civil, Chemical and Environmental Engineering, Genoa, Italy; WMO/CIMO Lead Centre “B. Castelli” on Precipitation Intensity, Italy

Vincenzo Levizzani

Institute of Atmospheric Sciences and Climate, National Research Council (CNR-ISAC), Bologna, Italy

Francesco Marra

Institute of Atmospheric Sciences and Climate, National Research Council (CNR-ISAC), Bologna, Italy

Paola Mazzoglio

Department of Environment, Land and Infrastructure Engineering, Politecnico di Torino, Torino, Italy

Greg M. McFarquhar

Cooperative Institute for Mesoscale Meteorological Studies, University of Oklahoma, Norman, OK, United States

Massimo Melillo

CNR IRPI - Italian National Research Council, Research Institute for the GeoHydrological Protection, Perugia, Italy

Ashok Mishra

Glenn Department of Civil Engineering, Clemson University, South Carolina, United States

Renato Morbidelli

Department of Civil and Environmental Engineering, University of Perugia, Perugia, Italy

Sourav Mukherjee

Glenn Department of Civil Engineering, Clemson University, South Carolina, United States

Silvia Peruccacci

CNR IRPI - Italian National Research Council, Research Institute for the GeoHydrological Protection, Perugia, Italy

Carla Saltalippi

Department of Civil and Environmental Engineering, University of Perugia, Perugia, Italy

Mattia Stagnaro

University of Genova, Dept. of Civil, Chemical and Environmental Engineering, Genoa, Italy; WMO/CIMO Lead Centre “B. Castelli” on Precipitation Intensity, Italy

Ramesh S.V. Teegavarapu

Department of Civil, Environmental and Geomatics Engineering, Florida Atlantic University, Boca Raton, Florida, United States

Preface

Even though different types of precipitation can occur, this book is substantially related to rainfall formed from condensation or sublimation of water vapor over condensation nuclei with successive coagulation and precipitation at the ground surface. Rainfall, characterized by a droplet size distribution, is a major component of the water cycle and gives a crucial contribution to the fresh water on the Earth. It produces suitable conditions for many types of ecosystems and is useful for hydroelectric power plants and crop irrigation.

This book integrates different rainfall perspectives from microphysics and modeling developments to experimental measurements and their analysis also in the context of applications in surface and subsurface hydrology. It is mainly directed to postgraduate readers studying meteorology, civil and environmental engineering, geophysics, agronomy and natural science, as well as practitioners working in the fields of hydrology, hydrogeology, agronomy, and water resources management. Each chapter provides an updated representation of the involved subject with relative open problems.

Chapter 1 describes elements of microphysics inside and beneath clouds producing rainfall at Earth’s surface, highlighting discoveries of the last 100 years that have led to significant improvement of our knowledge. The chapter describes processes associated to both warm and cold rain.

In Chapter 2, the production of precipitation through the development of vertical motions in the atmosphere is considered. The lifting of humid air mass due to frontal disturbances, orographic chains, convective systems, and humid air convergence is discussed. In this context, the spatio-temporal distribution of rainfall is widely analyzed for frontal systems influenced by the interaction of the above lifting mechanisms.

Chapter 3 discusses the progress in the last decades regarding two fundamental elements for rainfall modeling: formulation of moist air dynamics and representation of formation and fallout of precipitation.

Chapter 4 describes and discusses the catching and noncatching instruments of rainfall measurements (raingauges) and their main characteristics. Standard calibration methods are reported for catching-type gauges. Optimal correction algorithms for the interpretation of tipping-bucket raingauge records are presented, together with correction methods for both tipping-bucket and weighing gauges. The impact of wind on rainfall measurements is discussed on the basis of the outer shape of the gauge body, and suitable correction curves are reported for cylindrical gauges. The relevance of measurement accuracy and quality in rainfall monitoring is highlighted and a brief section on the design of monitoring networks is included.

Chapter 5 provides an outline of the principles of precipitation estimation by means of weather radar, with coverage of the main measurement techniques and methods used to generate rainfall products starting from weather radar observations.

Chapter 6 points out that the use of conventional instruments (gauge or radar) to map global precipitation is essentially limited to land areas and thus satellite observations must be used to provide estimates of global precipitation. Many satellite sensors operating in the last 50 years provided data for a range of techniques, algorithms, and schemes developed to obtain quantitative precipitation estimates. Spacetime limitations of current satellite-based precipitation products are described. This chapter outlines the basis of satellite precipitation estimation, satellites and sensors types, and techniques and schemes used to generate the precipitation products.

In Chapter 7, the role of a limited and not homogeneous temporal resolution of rain gauge data in the analysis of commonly available historical series is discussed to provide evidence of possible errors in hydrological investigations. Particular emphasis is given to the effects on the analysis of extreme rainfalls that have a crucial role in designing hydraulic structures. Simple equations to improve the determination of extreme values are also provided.

Mean areal rainfall estimate using deterministic and stochastic methods is presented in Chapter 8. Conceptually weighting methods that use raingauge-based observations and gridded rainfall data from radar and satellite-based sources are described.

Chapter 9 presents the typical form of mathematical relationships linking maximum rainfall intensity of different durations to the return period, also known as intensity-duration-frequency curves, along with its merits and limitations. A modeling framework to overcome the limitations is also described. Two variants of the model are presented: a full version valid over time scales and a simplified relationship applicable over fine scales of the order of common applications, i.e., sub-hourly to daily.

In Chapter 10, the main factors influencing the rainfall areal reduction factors (ARFs) are described. The main empirical and analytical approaches available in the scientific literature to estimate ARFs are presented and critically discussed. The crucial issue of the transposition and applicability of ARFs developed for a certain area to other regions is also deepened by presenting the results of several studies.

In Chapter 11, recent advances in studying the extreme rainfall through recorded quantities available from measurements on a sub-daily/multi-day time scale are described. Future changes of rainfall extremes are discussed on the basis of climate model outputs. This is achieved by examining different available models and understanding the relationships between rainfall extremes and temperature.

Chapter 12 summarizes the state of the art of regionalization techniques applied to rainfall data. First, current problems in data availability are identified. Then, differences between traditional and more innovative approaches aimed to provide intensity-duration-frequency curves everywhere in a large area are highlighted. Furthermore, this chapter explores the advantages of interpolation methods over the homogeneous region paradigm, addressing in particular the objective of valorization of the local information deriving from short records.

Chapter 13 first deals with the formation and separation of the flood hydrograph through the effective hyetograph associated to a specific rainfall-runoff event. On this basis the main structure of typical rainfall-runoff models for simulating single

flood events is highlighted in general terms. Then, the specific structure of an adaptive rainfall-runoff model for real-time flood forecasting is also examined. Finally, through a synthetic statistical analysis of extreme rainfalls, a classical procedure for determining the design hydrograph of hydraulic structures is presented.

In Chapter 14, the rainfall pattern role in determining the infiltration process is examined. In this context, a quantitative representation of the rainfall infiltration process at different spatial scales is provided considering also erratic spatio-temporal rainfall distributions. Artificial rainfall systems useful for determining the main soil properties are also synthetically presented.

In Chapter 15, the exploration of the main features of soil erosion controlled by rainfall has been carried out; starting from this analysis some relevant aspects that might deserve more attention by the research in the near future can be detected.

In Chapter 16, a grid-based slope stability model for the spatial and temporal prediction of rainfall-induced landslides is described after a general characterization of physically-based and empirical approaches. A particular emphasis has been placed on a widely used empirical method for the prediction of landslide initiation, i.e., rainfall threshold.

Chapter 17 highlights the importance of rainfall in drought assessment. An overview of the role of rainfall in drought evaluation is provided and the most common precipitation-based drought indices are pointed out. The various challenges and limitations associated with quantifying the evolution of drought using the rainfall-based drought indices are emphasized.

Rainfall microphysics

1.1 Introduction

Water is crucial for life. Even though Earth can be inhabited only because rain is part of the water cycle, destructive impacts of excessive or inadequate rainfall abound. Rain is essential for agriculture, replenishes the water table that is the main source of drinking water, provides the water source for hydroelectricity, has helped shape Earth’s topographical features, and through associated phase changes redistributes heat in the atmosphere. The absence of rain can have devastating impacts through loss of live, livelihood, and other social and socioeconomic impacts. But, the generation of too much rain in a short interval of time can be problematic due to flooding that leads to loss of life and damage of property. Better prediction of rain on short time scales (i.e., nowcasts or forecasts), subseasonal to seasonal time scales, and long-term climatic time scales is critically needed to help society take advantage of, prepare for, and adapt to rain.

Knowledge on what controls the spatial and temporal distribution of precipitation, and its intensity and phase (i.e., solid versus liquid) is critical for generating quantitative precipitation forecasts and for assessing how rainfall distributions will change in a warming and more polluted environment. Although precipitation is only possible when the appropriate synoptic and mesoscale conditions are present, knowledge of small-scale microphysical processes occurring within and below cloud determine when rain will occur, its intensity, phase, and spatial distribution. Even though the temporal and spatial scales of cloud microphysical processes are substantially smaller than the scales of any rain producing weather system, the accompanying release or absorption of latent heat is so large that heat is redistributed both vertically and horizontally in the atmosphere, affecting the evolution of the weather system.

There are two mechanisms by which rain forms: the warm rain process and the cold rain process. Rising motion in the atmosphere initiates both processes. Air ascent can be initiated different ways, including orographic lifting, frontal lifting associated with weather systems, and convection associated with instability in the atmosphere (Corradini et al., 2022). As a parcel rises, it cools because the kinetic energy of the molecules is converted to work to expand the parcel. Since the vapor

https://doi.org/10.1016/B978-0-12-822544-8.00009-3

mixing ratio of a rising unsaturated air parcel remains constant, the parcel eventually becomes saturated, and subsequently supersaturated.

In the warm rain process, a cloud droplet is said to be nucleated when the supersaturation is large enough to grow a sufficiently large deliquesced aerosol so that the reduction of Gibbs free energy associated with the creation of the higher order liquid phase is greater than the energy barrier associated with the formation of the new water surface. Thereafter the rate of droplet growth is governed by a balance between the heat added by the condensation of water vapor and the heat advected away from the droplet by conduction. Because condensational growth cannot explain the development of rain on the time scales in which rain develops, additional mechanisms must be at work. Small cloud drops collide and coalesce with each other, forming larger size drops, which ultimately attain sufficient terminal velocities to fall out of cloud. During their descent, collisions with other drops continue leading to coalescence and collision-induced breakup. Combined with evaporation, these processes control the distribution of raindrop sizes observed at the ground.

Although the cold rain process is more complex, it was discovered before warm rain. The key difference between the warm and cold rain process is that ice crystals play a role in the development of precipitation in the latter. The cold rain process starts with the nucleation of an ice crystal, which involves the creation of a new higher-order lower-energy ice surface through one of several primary nucleation mechanisms. Thereafter, the crystal grows by vapor deposition, accretion of supercooled water drops, and aggregation with other ice crystals. In some conditions, more ice crystals are produced by secondary mechanisms. When they have sufficient fall speeds, ice crystals or the resultant snowflakes, graupel, or hail particles fall out of the cloud. They then either evaporate, melt to rain, or fall to the ground some other phase.

The remainder of this chapter discusses warm and cold rain process in more detail, citing both historical and more recent studies. It is noted that even though the basic mechanisms of rain formation have been known for over 70 years, there are still significant uncertainties in the understanding of both warm and cold rain. These uncertainties are highlighted.

1.2 The warm rain process

1.2.1

Importance of warm rain

Warm rain is defined by the American Meteorological Society Glossary of Meteorology as rain forming in clouds with temperatures greater than 0°C. The warm rain process refers to the production of rain from droplet coalescence, with growth limited by drop breakup. The key distinction between warm rain and cold rain processes is ice particles have no influence on the precipitation process in warm rain. There can be some ice particles or supercooled drops in cloud provided they are not playing a role in the production of rain. The warm rain process is frequently active in clouds with top temperatures as low as -4°C or -5°C. Textbooks giving

fundamental information on the warm rain process include Mason (1971), Rogers and Yau (1989), Young (1993), Pruppacher and Klett (1996), Lamb and Verlinde (2011), and Lohmann et al. (2016). Other review papers include those of Kreidenweis et al. (2020) who overview progress in cloud physics research over the last 100 years, including a description of the warm rain mechanism, Beard and Ochs (1993) who provide an overview of the understanding of microphysical processes acting in warm rain based on studies conducted before 1993, and McFarquhar (2010) who outlines factors that affect the evolution of raindrop size distributions.

The existence of the warm rain process was hypothesized after the cold rain process had been described. Riehl et al. (1951), Byers and Hall (1955), and Battan and Braham (1956) were among the first to observe that rain could be produced in clouds with tops entirely below the freezing level. Prior to these observations, it was felt that the influence of ice was needed to grow precipitation sized drops because condensation on liquid drops alone is not able to describe the development of rain in the approximately 30-minute period in which rain is observed to develop (Saunders, 1965; Rauber et al., 2007). Warm rain is an important component of the hydrological cycle as Nuijens et al., 2017 showed that 10% to 50% of clouds over the oceans are warm clouds, and between 20% and 40% of these warm clouds were shown to produce rain using spaceborne radar data. Warm rain is most important in the tropics where the typical location of the freezing level is 4 to 5 km above ground so that up to 80% of clouds do not penetrate above it (Squires, 1956). These clouds, devoid of ice particles, frequently produce precipitation. Fig. 1.1 summarizes the basic physical mechanisms associated with the warm rain process. Fig. 1.1

1.2.2 Nucleation of cloud drops

In rising unsaturated air, the saturation ratio and relative humidity increase until the lifting condensation level is reached. Aerosols, suspensions of fine solid or liquid particles, are swept upwards. During the ascent hydrophilic aerosol particles

FIG. 1.1 Overview of the warm rain process.

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