implications of climate variability and hydrologic dynamics in modeling

Upload: jdj2007

Post on 03-Jun-2018

223 views

Category:

Documents


1 download

TRANSCRIPT

  • 8/12/2019 Implications of climate variability and hydrologic dynamics in modeling

    1/6

    BOSQUE 34(1): 7-11, 2013 DOI: 10.4067/S0717-92002013000100002

    7

    Watersheds are not static: Implications of climate variabilityand hydrologic dynamics in modeling

    Las cuencas no son estacionarias: implicancias de la variabilidad climticay dinmicas hidrolgicas en la modelacin

    Enrique Muoz a*, Jos Luis Arum b, Diego Rivera b

    *Corresponding author:a Universidad Catlica de la Santsima Concepcin, Facultad de Ingeniera, Concepcin, Chile,tel.: 56-41-2345355, [email protected]

    bUniversidad de Concepcin, Facultad de Ingeniera Agrcola, Chilln, Chile.

    SUMMARY

    Demands on the worlds freshwater continue to grow as the global population increases, demanding more ef ciency in water resources planning and management. Therefore, better con dence and accurate hydrological predictions are needed. Traditionally, many(even most) data-driven hydrological models and hydraulic designs have considered the hydrological behavior of a basin as strepresenting the basin and its hydro-climatic relationships as stable and as long term time-invariant. But currently, a new appr based on hydrologic dynamics where watershed response changes, caused by changes in natural and anthropogenic forcings, are v

    as more adequate and representative of the real hydrological system. This paper discusses the implications of these approachemodeling and process representation. Finally it is suggested that incorporating the in uence of climate change and natural variabilityinto hydrology must be viewed as a priority for water resource planners.

    Key words: uncertainty, hydrological stationarity, hydrological dynamics, hydrological modeling.

    RESUMEN

    La demanda de agua dulce del mundo sigue creciendo a medida que aumenta la poblacin mundial, exigiendo una mayor e cienciaen la plani cacin y gestin de los recursos hdricos. Por lo tanto, mayor con abilidad y predicciones hidrolgicas precisas resultannecesarias. Tradicionalmente, muchos (sino la mayora) de los modelos hidrolgicos y diseos hidrulicos han consideradcomportamiento hidrolgico de una cuenca como estacionario, representando la cuenca y sus relaciones hidro-climticas cestacionarias e invariantes en el tiempo. Pero en la actualidad, un nuevo enfoque basado en las dinmicas hidrolgicas, donde cambios

    en las respuestas de una cuenca son causados por cambios en los forzantes naturales y antropognicos, es visto como el ms adecy representativo de un sistema hidrolgico real. En este trabajo se analizan las implicaciones de estos enfoques en el modey representacin de los procesos hidrolgicos. Por ltimo, se propone que incorporar la in uencia del cambio climtico y de lavariabilidad climtica natural en la hidrologa deba ser considerado como una prioridad para los gestores de recursos hdricos.

    Palabras clave: incertidumbre, estacionalidad hidrolgica, dinmicas hidrolgicas, modelacin hidrolgica.

    INTRODUCTION

    Human demands on the worlds available freshwatercontinue to grow as the global population increases, de-manding more ef ciency in water resources planning and

    management. Therefore, holistic tools and better con den -ce and accurate hydrological predictions are needed. Cu-rrently, there are many tools, such as data-driven models, tosupport water resources planning and management. Toolssuch as conceptual hydrological models have been widelyaccepted by the hydrological community (Jinet al. 2010,Muozet al. 2011), helping in studies like the understan-ding of hydrological processes (Fleckensteinet al. 2010),water resources availability (Stoneet al. 2010, Piao et al. 2010), climate change impact (Merzet al. 2011), land-usechange assessments (Liu and Tong 2011), prediction in un-

    gauged basins (Samaniegoet al. 2010, Wagener and Mon-tanari 2011) and prediction in ungauged climates (Merzetal. 2011, Liet al. 2012). But the traditional idea of hydrolo-gical modeling consisting of stable climate and catchmentconditions (i.e. a stationary world) is falling out of use in

    favor of incorporating climatic and hydrologic dynamics,i.e. how watershed responses change due to changes innatural and anthropogenic forcings. Therefore, disciplinesrelated to water resources management such as forestry,agriculture and hydroelectricity must begin to incorporatethese dynamics into their planning and management.

    Hydro-climatic dynamics (or shifts) have largely oc-curred due to natural conditions (e.g. the reduction inrainfall over southwestern Western Australia during thelate 1960s (Baines and Folland 2007), or the exhibited El Nio frequency and amplitude changes before and after the

  • 8/12/2019 Implications of climate variability and hydrologic dynamics in modeling

    2/6

    BOSQUE 34(1): 7-11, 2013Watersheds are not static

    8

    late 1970s (Yehet al. 2009), due to anthropogenic causessuch as the greenhouse effect (Pielke 2005, Kundzewicset al. 2008), catchment modi cations through river regula -tion, diversion, extractions, vegetation changes (Peel et al. 2010), or due to land use change (Pielke 2005), among oth -er causes. However, models used in hydrological researchand water management frequently assume a stationary

    world (Peel and Blschl 2011) where the simulated pro -cesses (i.e. the model) are stationary even when the forc-ings, in some cases, are not considered as stationary. Forexample, the hydraulic works design is based on statisticalhydrological analyses which commonly (if not always) as-sume that data can be modeled by a single probability dis-tribution function with temporally xed parameters (mean,variance, and skewness, among many others). Additionally,this stationary world rationale considers that the responseof a watershed to changes in forcings is caused by differ-ences in timing and magnitudes of the response, withoutconsidering potential changes within-watershed processessuch as the water storage in soil or in fractured rocks.

    Due to a combination of natural and anthropogeniccauses, many authors (e.g. Millyet al. 2008, Wageneret al.2010, Merzet al. 2011, Coronet al. 2012, Steinschneideretal. 2012) are already establishing that climatic and hydro-logic stationarity no longer serves as the default assump-tion for water and climatic predictions, and therefore watermanagement, planning and the design of infrastructuresshould not be based on stationary world model results.

    As stated by Wageneret al. (2010), hydrology re-quires a paradigm shift in which predictions of system be-havior that are beyond the range of previously observedvariability become the new norm. To achieve this shift,hydrologists must become both synthesists, observingand analyzing the system as a holistic entity, and analysts,understanding the functioning of individual system com- ponents (hydrological processes such as surface, sub-sur-face and groundwater runoff and storage, in ltration,ex ltration and evapotranspiration, among others), whileoperating rmly within a well-designed hypothesis-testingframework (Blschl 2006). This is the basis of the hydro -logic dynamics concept, where a basins processes andhydro-climatic relationships are viewed as time-variant.In this paper, a discussion of the stationary and dynamichydrological modeling approach, based on model uncer-tainties and model predictability, is carried out. Moreover,

    it is suggested that incorporating the in uence of climatechange and natural variability into modeling must beviewed as a priority for water resource planners.

    MODEL UNCERTAINTY

    The modeling process has usually been beset by uncer-tainties in: i) the input data used to drive the model (Do-nohueet al. 2010), ii) the output data used for calibration(e.g. stream ow) (McMillan et al. 2010), iii) the calibra-tion method and performance measurements adopted (ob-

    jective functions) (Efstratiadis and Koutsoyiannins 2010),and/or iv) the model structure (Andrassianet al. 2009),contributing to model and parameter uncertainty. Therefo-re, adequate hydrological modeling is necessary to unders-tand and simulate the dominant processes and dynamicsthat control the hydric balance in a basin, reduce modeluncertainty, improve the output and prediction con dence

    degree, and predict in a realistic manner the future behaviorof a basin under changing conditions (Merzet al. 2011).In earth sciences and especially in hydrology, there is

    a great need to adequately choose and perform conceptualmodels, reduce their predictive uncertainty, and improvethe understanding of hydrological processes, by improvingthe model structure, ensuring the identi ability of the pa -rameters and/or reducing or limiting the non-uniqueness(equi nality) of model parameters. Only by attempting toresolve the above mentioned issues will the model predic-tions and related hydraulic designs be better prepared forthe real world system. Additionally, model performancerelies on measured data, which is also subject to uncertain-ties (sampling frequencies, sampling locations, representa-tiveness of variables), considering that measured variablesare surrogates of hydrological processes. Thus, improvingmonitoring networks will also contribute to improving hy-drological knowledge.

    In a conceptual model it is known that different setsof parameters are often distributed within a viable range,and that sometimes, even different conceptualizations ofthe system (model structure) can give equally good resultsin terms of prede ned objective functions (Wagener et al. 2003). This behavior relative to the parameters of a mo-del is de ned as equi nality (Beven 2006). The thesis ofequi nality aims at highlighting that there are various rea -sonable (or realistic) representations of a basin that cannot be easily rejected, and therefore must be considered in theestimation of uncertainty associated with the predictions.Put in another way, there are varied parameterizations ofa model that can lead to similar statistical results, and the-refore just one set of correct parameters (a stationary mo-del) cannot be selected (Beven 2006), mainly due to thedifferent response modes of a basin that are not simulatedin a stationary model.

    STATIONARITY OR DYNAMIC HYDROLOGICMODELING

    Hydrological modeling must be viewed as a tool forwater management, planning and analysis. Models are vir-tual hydrological laboratories where both speci c studiesand conceptual generalizations are developed to exploreand test hypotheses (Kirchner 2006) providing a basis tounderstand and investigate relationships between climateand water resources (Choia and Deal 2008).

    Systems for management of water throughout the de-veloped world have been designed and operated underthe assumption of stationarity, where runoff processes are

  • 8/12/2019 Implications of climate variability and hydrologic dynamics in modeling

    3/6

    BOSQUE 34(1): 7-11, 2013Watersheds are not static

    9

    modeled as time-invariant. The idea that natural systemsuctuate within an unchanging envelope of variability is a

    foundational concept that permeates training and practicein water-resource engineering. It implies that any variable(e.g. , annual stream ow or annual ood peak) has a time-invariant behavior (Millyet al. 2008); however, hydro-cli-matic dynamics have occurred, largely due to a combina-

    tion of i) seasonality, ii) variability (caused for example by phenomena such as El Nio Southern Oscillation (ENSO)and Interdecadal Paci c Oscillation (Quintana and Aceitu -no 2012)), and iii) natural and anthropogenic hydro-clima-tic change (e.g. Kundzewics et al. 2008, Yehet al. 2009). Asimplistic approach widely used in modeling assumes thatmodel parameters are time-invariant and any variability isabsorbed by the input-data, such as the way in which theimpact of climate change on hydrological systems has beentraditionally estimated (e.g. Stehret al. 2010, Espinosaetal. 2011). However, how models and model parametersmust change with time is currently not very well unders-tood, and has become a major challenge in hydrology (Wa-generet al. 2010, Montanariet al. 2010, Coronet al. 2012).

    Currently, a new trend aimed at reducing predictive un-certainty and simulating hydrological process dynamics isgaining strength in modeling (Steinschneideret al. 2012).Authors like Merzet al. (2011), Singhet al. (2011) andLi et al. (2012) have shown real cases where hydrologicdynamics were observed, identifying parameters and hy-dro-climatic changes. Therefore, hydro-climatic dynamicsin modeling --aiming at simulating hydrological processesin a realistic manner, thus simulating and understandingtheir dynamics-- must be viewed as a priority in order toreduce model predictive uncertainty and improve the con-

    dence degree of model outputs.

    DISCUSSION

    Nowadays there are many studies published in scien-ti c literature where the stationary world has been anunderlying assumption. The problem is that in climatechange impact studies or in long-term hydrological simu-lations, the hydrological predictions or estimated impactscan be even more uncertain than the average hydrological behavior of a basin. As stated, if climate conditions chan-ge, there are several reasons that hydrological behaviormay change as well. For example if average winter air

    temperature increases and the elevation of the snow-rainline becomes higher, less snow will be stored in the AndesMountains. However, the same change in temperature willavoid soil freezing, and therefore the rate of in ltrated ra -infall will increase, recharging the central valley aquifer(a recently understood process of mountain front rechargedescribed by Carlinget al. 2012).

    The use of stationary conditions produces an oversim- pli cation of the conceptualization of hydrological pro -cesses. Thus, water availability (watershed storage) is veryoften only related to rainfall which can be simulated as dy-

    namic, but without considering changes or dynamics in thehydrological compartments. However, following the pre-vious example, changes in the snow-rain line would posea challenge in assessing changes in the different storagesof the watershed, calling for integrated rainfall, snowfall,groundwater, and soil measurements and modeling.

    A good understanding of hydrological processes in a

    watershed will allow stakeholders to make better watermanagement decisions, reducing the uncertainties associ-ated with the different driving forces that can affect thewatershed. Through the use of uncertainty analysis in hy-drological modeling, the analysis of the appropriate modelstructure, identi ability of model parameters, as well asreliable and representative measured data, it is possibleto learn about the dominant hydrological processes inthe watershed and how those processes change along thedifferent cycles of climate variability and change that arehistorically recorded and used in modeling. For example,the use of the hydrologic dynamic concept allows the un-derstanding of soil behavior and its effect on direct runoffand soil water storage (Muoz 2011). In the case of anAndean watershed it was possible to identify the impor-tance of groundwater transfer among sub-basins of the Ita-ta basin, which is the case of the Diguilln River (Zigaet al. 2012). Moreover, the understanding of hydrologicaldynamics also has implications at the local scale as the en-trance of potential contaminants to different compartmentsof the system depends on regional processes.

    CONCLUSIONS

    The improvement of the knowledge of hydrological processes, through the consideration of hydrologic dyna-mics, the incorporation of the in uence of climate varia - bility into water resources planning and management, andthe use of historical data to correctly assess the effect ofclimate and land use change scenarios must be viewed as a priority in hydrological sciences. In such a way, the criticalissues of the hydrological system can be understood. Va-riability is part of the very nature of hydrological systems;we must live with this reality, not try to hide it, by intro-ducing new hydrological conceptsin research, teaching,communications, planning and practice.

    ACKNOWLEDGEMENTS

    The authors thank FONDECYT 11121287 Hydrolo-gical process dynamics in Andean basins. Identifying thedriving forces, and implications in model predictability andclimate change impact studies, FONDECYT 1110298,Water availability in a stressed Andean watershed in Cen-tral Chile: Vulnerability under climate variability, andFONDECYT 11090032, Water and solutes uxes belowirrigated elds: a numerical approach supported by eldresearch to assess the interaction between irrigation andgroundwater systems.

  • 8/12/2019 Implications of climate variability and hydrologic dynamics in modeling

    4/6

    BOSQUE 34(1): 7-11, 2013Watersheds are not static

    10

    REFERENCES

    Andrassian V, C Perrin, N Le Moine, J Lerat, C Loumagne, LOudin, M Mathevet, H Ramos, A Valry. 2009. HESS Opi-nions Crash tests for a standardized evaluation of hydro-logical models. Hydrology and Earth System Sciences 13:17571764.

    Baines P, C Folland. 2007. Evidence for a rapid global climate shi -ft across the late 1960s. Journal of Climate 20: 27212744.

    Beven K. 2006. A manifesto for the equi nality thesis. Journal of Hydrology 320(1 2): 18 36.

    Blschl G. 2006. Hydrologic synthesis: Across process, places,and scales.Water Resources Research 42: 1-3.

    Carling G, A Mayo, D Tingey, J Bruthans. 2012. Mechanisms,timing, and rates of arid region mountain front recharge.

    Journal of Hydrology 428429: 15-31.Choia W, M Deal. 2008. Assessing hydrological impact of po-

    tential land use change through hydrological and land usechange modeling for the Kishwaukee River basin (USA).

    Journal of Environmental Management 88: 11191130.Coron L, V Andrassian, C Perrin, J Lerat, J Vaze, M Bourqui,

    F Hendrickx. 2012. Crash testing hydrological models incontrasted climate conditions: An experiment on 216 Aus-tralian catchments.Water Resources Research 48: W05552.

    Donohue R, T McVicar, M Roderick. 2010. Assessing the abili-ty of potential evaporation formulations to capture the dy-namics in evaporative demand within a changing climate.

    Journal of Hydrology 386: 186197.Efstratiadis A, D Koutsoyiannis. 2010. One decade of multi-ob -

    jective calibration approaches in hydrological modelling: Areview. Hydrological Sciences Journal 55(1): 5878.

    Espinosa J, H Uribe, J Arum, D Rivera, A Stehr. 2011. Vulnera- bilidad del recurso hdrico respecto a actividades agrcolasen diferentes subcuencas del rio Limar.Gestin Ambiental 22:15-30.

    Fleckenstein JH, S Krause, DM Hannah, F Boano. 2010. Ground -watersurface water interactions: new methods and modelsto improve understanding of processes and dynamics. Ad-vances in Water Resources 33: 1291-1295.

    Jin X, C-Y Xu, Q Zhang, VP Singh. 2010. Parameter and mode -ling uncertainty simulated by GLUE and a formal Bayesianmethod for a conceptual hydrological model. Journal of

    Hydrology 383: 147-155.Kirchner J. 2006. Getting the right answers for the right reasons:

    Linking measurements analyses and models to advance thescience of hydrology.Water Resources Research 42: 1-5.

    Kundzewics Z, L Mata, N Arnell, P Dll, B Jimenez, K Miller,T Oki, Z Sen, I Shiklomanov. 2008. The implications of projected climate change for freshwater resources and their

    management. Hydrological Sciences Journal 53(1): 310.Li C, L Zhang, H Wang, Y Zhang, F Yu, D Yan. 2012. The trans-ferability of hydrological models under nonstationary cli-matic conditions. Hydrology and Earth System Sciences 16:12391254.

    Liu Z, STY Tong. 2011. Using HSPF to Model the Hydrologicand Water Quality Impacts of Riparian Land-Use Change ina Small Watershed. Journal of Environmental Informatics 17(1): 1-14.

    McMillan H, J Freer, F Pappenberger, T Krueger, M Clark. 2010.Impacts of uncertain river ow data on rainfall-runoff mo -del calibration and discharge predictions. Hydrological

    Processes 24: 12701284.Merz R, J Parajka, G Blschl. 2011. Time stability of catchment

    model parameters: Implications for climate impact analy-ses.Water Resources Research 47: 1-17.

    Milly P, J Betancourt, M Falkenmark, R Hirsch, Z Kundzewi -cz, D Lettenmaier, R Stouffer. 2008. Stationarity is dead:Whither water management?Science 319: 573574.

    Montanari A, G Blschl, M Sivapalan, H Savenije. 2010. Getting

    on target.Public Service Review: UK Science and Techno-logy 7:167169.

    Muoz E. 2011. Perfeccionamiento de un modelo hidrolgico:aplicacin de anlisis de identi cabilidad dinmico y usode datos grillados. Tesis doctoral, Chilln, Chile. Departa-mento de Recursos Hdricos, Universidad de Concepcin,Chile. 100 p.

    Muoz E, C lvarez, M Billib, JL Arum, D Rivera. 2011. Com- parison of gridded and measured rainfall data for basinscale hydrological studies.Chilean Journal of Agricultural

    Research 71(3): 459-468.Peel M, G Blschl. 2011. Hydrological modelling in a changing

    world.Progress in Physical Geography 35(2): 249261.Peel M, T McMahon, B Finlayson. 2010. Vegetation impact on

    mean annual evapotranspiration at a global catchment sca-le. Water Resources Research 46: 1-16.

    Piao S, P Ciais, Y Huang, Z Shen, S Peng, J Li, L Zhou, H Liu,Y Ma, Y Ding, P Friedlingstein, C Liu, Kun Tan, Y Yu, TZhang, J Fang. 2010. Nature 467: 4351.

    Pielke R. 2005. Land Use and Climate Change. AtmosphericScience 310: 1625-1626.

    Quintana J, P Aceituno. 2012. Changes in the rainfall regimealong the extratropical west coast of South America (Chi-le): 30-43 S. Atmsfera 25(1): 1-22.

    Samaniego L, A Brdossy, R Kumar. 2010. Stream ow predic -tion in ungauged catchments using copula-based dissimila-rity measures.Water Resources Research 46: 1-22.

    Singh R, T Wagener, K vanWerkhoven, M Mann, R Crane. 2011.A trading-space-for-time approach to probabilistic conti-nuous stream ow predictions in a changing climate ac -counting for changing watershed behavior. Hydrology and

    Earth System Sciences 15: 35913603.Stehr A, P Debels, JL Arum, H Alcayaga, F Romero. 2010. Mo -

    delacin de la respuesta hidrolgica al cambio climtico:experiencias de dos cuencas de la zona centro-sur de Chile.Tecnologa y Ciencias del Agua 4(1): 37-58.

    Steinschneider S, A Polebitski, C Brown, BH Letcher. 2012.Toward a statistical framework to quantify the uncertaintiesof hydrologic response under climate change.Water Resou-rces Research 48: W11525.

    Stone KC, PG Hunt, KB Cantrell, KS Ro. 2010. The potential

    impacts of biomass feedstock production on water resourceavailability. Bioresource Technology 101(6): 2014-2025.Wagener T, A Montanari. 2011. Convergence of approaches

    toward reducing uncertainty in predictions in ungauged ba-sins.Water Resources Research 47: 1-8.

    Wagener T, N McIntyre, M Lees, H Wheater. H Gupta. 2003.Towards reduced uncertainty in conceptual rainfall-runoffmodeling: dynamic identi ability analysis. HydrologicalProcesses 17(2): 455-476.

    Wagener T, M Sivapalan, P Troch, B McGlynn, C Harman, HGupta, P Kumar, P Rao, N Basu, J Wilson. 2010. The futureof hydrology: An evolving science for a changing world.

  • 8/12/2019 Implications of climate variability and hydrologic dynamics in modeling

    5/6

    BOSQUE 34(1): 7-11, 2013Watersheds are not static

    11

    Water Resources Research 46: 1-10.Yeh S-W, J-S Kug, B Dewitte, M-H Kwon, B Kirtman, F-F Jin.

    2009. El Nio in a changing climate. Nature 461: 511-511.Ziga R. 2012. Interaccin agua super cial-subterrnea en una

    cuenca andina de Chile centro-sur. Vulnerabilidad ante es-cenarios de variabilidad climtica. Tesis Ingeniera Civil.Concepcin, Chile. Facultad de Ingeniera, UniversidadCatlica de la Santsima Concepcin. 178 p.

    Recibido: 20.08.12Aceptado: 28.12.12

  • 8/12/2019 Implications of climate variability and hydrologic dynamics in modeling

    6/6