Proc. IAHS, 371, 203209, 2015
proc-iahs.net/371/203/2015/
doi:10.5194/piahs-371-203-2015
Author(s) 2015. CC Attribution 3.0 License.
P. Hublart1,5, D. Ruelland2, I. Garca De Cortzar Atauri3, and A. Ibacache4
1UM2, UMR HydroSciences Montpellier, Montpellier, France
2CNRS, UMR HydroSciences Montpellier, Montpellier, France
3INRA, US 1116 AGROCLIM, Avignon, France
4Instituto de Investigaciones Agropecuarias, La Serena, Chile
5Centro de Estudios Avanzados en Zonas ridas, La Serena, Chile
Correspondence to: P. Hublart ([email protected])
Received: 17 March 2015 Accepted: 17 March 2015 Published: 12 June 2015
Abstract. This paper explores the reliability of low-ow simulations by conceptual models in a semi-arid, Andean catchment (30 S) facing climate variability and water-use changes. Depending on water availability, a signicant part of surface water resources are diverted to meet irrigation requirements. In return, these water withdrawals are likely to inuence the hydrological behavior of the catchment. The value of model-based analyses thus relies on our ability to adequately represent the complex interactions between climate variability, human-induced ow perturbations and crop water use. In this study, a parsimonious hydrological model (GR4J) including a snow routine was combined with a model of irrigation water-use (IWU) to provide a new, 6-parameter model of the catchment behavior (called GR4J/IWU). The original, 4-parameter GR4J model and the 6-parameter GR6J model were also used as benchmarks to evaluate the usefulness of explicitly accounting for water abstractions. Calibration and validation of these three models were performed successively over two different 5-year periods representing contrasted water-use and climate conditions. Overall, the GR4J/IWU model provided better simulations than the GR4J and GR6J models over both periods. Further research is required to quantify the predictive uncertainty associated with model structures, parameters and inputs.
1 Introduction
The use of lumped, conceptual catchment models to evaluate the potential impacts of climate change on the capacity to meet various water demands has gained considerable attention over the past decade. These models, however, are still openly criticized for their excessive reliance on calibrated parameters and relative inability to cope with changing climate and anthropogenic conditions.
In irrigated catchments, seasonal and inter-annual variations in temperature and precipitation should be expected to affect not only runoff generation and water availability but also crop growth and water-use. From this point of view, interdisciplinary approaches are required to incorporate climate effects on crop phenology and evapotranspiration into current conceptual models. Any increase in irrigated areas or
HydrologicNon-stationarityandExtrapolatingModelstoPredicttheFuture(HS02IUGG2015)
Open Access
Reliability of a conceptual hydrological model in a semi-arid Andean catchment facing water-use changes
any change in crop varieties may also alter the natural ow regime in such a way that currently available models can no longer be calibrated using the observed (inuenced) stream-ow. Disregarding this fact can be particularly prejudicial to the reliability of model predictions during recession and lowow periods. The poor performance of most conceptual models during these critical periods is a well-recognized issue in the hydrological research community and many studies have formulated different approaches towards improving low-ow simulations. Very few of them, however, have attempted to explicitly account for the additional impact of river abstractions for irrigation purposes at the catchment scale.
Ideally, the incorporation of new processes should be achieved using the same level of mathematical abstraction and process representation as in current conceptual models.Blschl and Montanari (2010) insisted that a better under-
Published by Copernicus Publications on behalf of the International Association of Hydrological Sciences.
204 P. Hublart et al.: Reliability of a conceptual hydrological model
Figure 1. The Claro River catchment in Chile: (a) location of the cultivated areas in the valley oors, and (b) long term evolution of irrigated areas as estimated from national cadastral surveys conducted from 1980 to 2010 for two main varieties cultivated in the catchment.
standing of the hydrological processes should not necessarily translate into more complex models used in impact studies.Indeed, maintaining low-dimensional, holistic modeling approaches is essential to constrain parameter uncertainty and help the modelers focus on understanding the main drivers of hydrological change. This paper investigates one possible way of incorporating the effects of changes in crop types and irrigated areas over time into the parsimonious GR4J hydro-logical model. Particular attention is paid to the modeling of temperature effects on crop phenology so as to improve model reliability and usefulness under future climate conditions. The method is tested in a semi-arid catchment of theChilean Andes, where recent studies have noticed a decline in water availability for irrigation purposes (e.g. Ribeiro et al., 2014).
2 Study area and data
2.1 General context
The Claro River catchment is a semi-arid, mountainous catchment located in north-central Chile (30 S). It drains an area of about 1515 km2 characterized by high elevations (8205500 m a.s.l., Fig. 1a) and a series of granitic mountain blocks interspersed with steep-sided valleys. The valley-ll material consists of mostly unconsolidated alluvial sediments mantled by generally thin soils (< 1 m) of sandy to sandy-loam texture. Natural vegetation outside the valleys is extremely sparse and composed mainly of subshrubs and cushion plants with very low transpiration rates. Precipitation events occur mostly as snow during the winter months with extremely wet or dry years. The Claro River originates from a number of small, snowmelt-fed tributaries owing either permanently or seasonally in the mountains.
Grape growing is by far the main agricultural activity in the catchment. Vineyards cover most of the valley oors and lower hill slopes (Fig. 1), where they benet from a unique
combination of clear skies, high temperatures and overall dry conditions during the summer months. Grape growers, however, depend entirely on surface-water resources to satisfy crop water needs. All grapes are grown to be exported as early-season table grapes or processed into a brandy-like national drink known as pisco. Table varieties are mostly drip-irrigated while pisco varieties remain largely furrow-irrigated. Cultivated areas have, on the whole, achieved a dramatic increase from 1980 to the early 1990s, before stabilizing at about 1500 ha during the last 15 years (Fig. 1b.).Interestingly, pisco varieties prevailed over table ones from 1980 to around 1996 before reaching a limit of 850 ha in the early 2000s.
2.2 Hydroclimate and phonological data
Available precipitation and temperature data from respectively 12 and 8 stations were interpolated using the inverse distance weigthed method on a 55 km grid. Orographic ef
fects were considered by extrapolating catchment-averaged precipitation and temperature to the mean altitudes of ve elevation bands of equal area. To this end, a constant lapse rate of 5.5 C km1 (estimated from the data) was chosen for
temperature and the exponential method described in Valry et al. (2014) was applied to precipitation with a correction factor of 7.104 m1. Potential evapotranspiration was then computed using a version of the Oudin formula (Oudin et al., 2005) adapted to the Claro River catchment (for more details see Hublart et al., 2014).
Phenological observations were carried out over a 10-year period (20032013) at the Instituto de InvestigacionesAgropecuarias (INIA) located a few kilometers downstream from the catchment outlet. This experiment kept track of three major events: budburst (BB), full bloom (FB) and the beginning of harvest (HV). Budburst was dened as the moment when the rst leaf tips become visible and full bloom as the moment when 80 % of the ower caps are off. The be-
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P. Hublart et al.: Reliability of a conceptual hydrological model 205
ginning of harvest depends on the intended use of the grapes.
Table varieties generally require lower sugar contents ( 16
Brix) than those dedicated to the production of pisco (22
Brix), which are generally harvested a few months later. A nal phenophase covers the post-harvest period that runs until the end of leaf fall (LF). To account for the huge differences in the timing of phenological events between table and pisco varieties, two emblematic varieties among those used in this experiment were selected: Flame Seedless was chosen to represent table varieties and Moscatel Rosada was chosen to represent pisco varieties.
3 Modeling framework
3.1 Hydrological modeling
The GR4J hydrological model (Perrin et al., 2003) was combined with a model of irrigation water-use (IWU) to provide a new conceptual model of the catchment behaviour (hereafter referred to as GR4J/IWU). The original 4-parameter GR4J model and the 6-parameter GR6J model developed by Pushpalatha et al. (2011) to improve low-ow simulations were also used as benchmarks to evaluate the usefulness of explicitly accounting for water abstractions.
IWU (m3 s1) was computed as a function of irrigation water requirements (IWR, in mm d1) and surface-water availability:
IWU = min
"0, min [bracketleftBigg][summationdisplay]
i
[bracketrightBigg][bracketrightBigg] (1)
where Qn,sim (m3 s1) is the natural streamow simulated by the GR4J model before accounting for water withdrawals and Ai (ha) is the irrigated acreage for crop variety i, which varies on a yearly basis as shown in Fig. 1b. Qmin (m3 s1)
is a minimum discharge below which no withdrawal is allowed. This parameter was xed at 0.25 m3 s1 based on historical low-ow records. Simulated (inuenced) discharge at the catchment outlet was computed from the difference between Qn,sim and IWU at each time step. IWR were estimated using a simple soil-water balance approach and three temperature-based phenological models. For each crop variety i:
SWCi (t) = SWCi (t 1) + PValley (t) + IWRi (t) ETMi (t) (2)
ETMi (t) = KC,i (t) PEValley (t) (3)
IWRi (t) = max[ 0, ETMi (t) SWCi (t 1)
PValley (t) ] (4)
where ETM refers to crop evapotranspiration under optimal conditions (mm d1) and SWC to the average soil-water content in the root zone (mm). PValley and PEValley are the areal
precipitation and potential evapotranspiration in the valleys (mm d1), and KC is a coefcient depending on crop growth stages. Interpolated KC curves were constructed for each crop variety using the annual dates of budburst, full bloom, harvest and leaf fall simulated by the phenological models and the value of KC at each of these dates: KC,BB, KC,FB,
KC,HV and KC,LF. In this study, KC,BB and KC,LF were xed at zero while KC,FB and KC,HV were added to the GR4J native parameters in calibration.
Finally, a modied version of the CEMANEIGE model (Valry et al., 2014) was used to account for snow accumulation and melt processes within each elevation band. This model introduces two additional parameters to account for the snowpack cold-content and subsequent effects of positive temperatures. In this study, it was modied to include sublimation losses, which can be very important in north-central Andes (a detailed description of this modication is postponed to a later publication). In the end, the hydrological models including the CEMANEIGE snow module relied on respectively six (GR4J) and eight (GR6J and GR4J/IWU) free parameters.
3.2 Phenological modeling
A simplied version of the 7-parameter UniChill Model provided by Chuine (2000) was chosen to simulate the annual dates of budburst (tBB) for each grapevine variety. This model covers the periods of endormancy, where growth inhibition is due to internal physiological factors, and ecodormancy, where buds remain dormant because of inadequate environmental conditions. To emerge from endodormancy, grapevines require an extended period of low temperatures which was represented as an accumulation of chilling rates RC:
CBB =
t1
IWRi Ai/8640, Qn,sim Qmin
Xt=t0RC (T ) (5)
RC (T ) =
2
(6)
1 + exp
a(T b)2
[bracketrightbig]
where T is the average daily temperature in the valley and t0, a, b and CBB are tted parameters. A sensitivity analysis (not shown here for brevitys sake) was performed to determine the optimal value for t0, i.e. the starting date of the growing season. Likewise, to emerge from ecodormancy grapevines require an extended period of high temperatures which was represented as an accumulation of forcing rates RF:
FBB =
tBB
Xt=t1RF (T ) (7)
RF (T ) =
11 + exp[c(T d)]
(8)
where c, d and FBB are tted parameters. To prevent overparameterization, the value of d was xed at 10 C by analogy
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206 P. Hublart et al.: Reliability of a conceptual hydrological model
with the usual base temperature of most degree-day models applied to grapevine. Overall, 5 parameters required calibration for the simulation of budburst dates. The 4-parameter model developed by Wang and Engel (1998) was then chosen to simulate the annual dates of full bloom (tFB) and harvest (tHV):
FFB =
tFB
varieties selected to represent phenological variations among crop varieties are at best a rough approximation of the real crop diversity used in the catchment.
The simulation periods were chosen so as to represent contrasted climate and water-use conditions over the last 30 years. For conciseness, however, only two of them will be considered in the following sections. The rst one (1989 1994) is characterized by relatively dry conditions and a nearly 50 % increase in irrigated areas (dominated by pisco varieties). The second one (19992004) is associated with the El Nio event of 20022003 and characterized by quasi-constant irrigated areas (dominated by table varieties). Each of these periods was successively used in calibration and validation.
4 Results
4.1 Phenological modellingThe results obtained with the phenological models are summarized in Fig. 2 and Table 1. Interestingly, the RMSE, NSE and bias values obtained with the three models did not show signicant variation between calibration and validation. The NSE values were positive in all cases, the best performances being obtained for budburst (NSE > 0.90) and the worst for full bloom (NSE < 0.50). Likewise, the RMSE values were less than one week for all phenophases in both calibration and validation. The bias values remained close to zero, except with the harvest model which overestimated the length of the growing season in validation. Also, while the budburst and full bloom models performed equally well with the two varieties, the harvest model provided much better results with Flame Seedless than with Moscatel Rosada. Simulation errors, however, did not exceed 12 days in any case, as shown in Fig. 2. Such errors can be deemed acceptable with regard to the 10-day time step chosen to evaluate the hydrological models.
4.2 Hydrological modellingAs can be seen from the values listed in Table 2, the
GR4J/IWU model outperformed both the original GR4J model and its modied GR6J version in nearly all cases.Whatever the calibration period retained, the Fobj criterion obtained with this model remained respectively above 0.92 and 0.79 in calibration and validation. When calibrated over the 19891994 period, the GR6J and GR4J/IWU models provided similar values of KGE (0.79) and KGEi (0.710.72)
in validation. These performances, however, differed greatly when the models were calibrated over the 19992004 period.In this case, the GR4J/IWU model provided relatively high KGE (0.80) and KGEi (0.84) values in validation while the
GR6J model was unable to reproduce the observed low-ow behavior (KGEi < 0.50). Moreover, Fig. 3 shows that a signicant part of the deterioration observed in validation with
Proc. IAHS, 371, 203209, 2015 proc-iahs.net/371/203/2015/
Xt=tBBRF (T ) and FHV =tHV
Xt=tFBRF (T ) (9)
RF (T ) =
[braceleftBigg]
2(T Tmin) Topt Tmin
(T Tmin)2
Topt Tmin
2
if Tmin T Tmax (10)
otherwise
with = log(2)/log
(Tmax Tmin)/ Topt Tmin[parenrightbig][bracketrightbig](11)
Where Topt ( C), Tmin ( C) and Tmax ( C) are tted parameters which were calibrated separately for each phenological event (full bloom and harvest), and FFB and FHV are tted parameters calibrated for full bloom and harvest, respectively. Finally, the post-harvest period was modelled as a constant number of days (NLF) between tHV and the end of leaf fall (tLF). The value of NLF was obtained from interviews with local grape growers for each variety.
3.3 Calibration and validation strategies
The phenological models were calibrated over the whole dataset (20032013) using the Shufe Complex Evolution (SCE) algorithm (Duan et al., 1993) to minimize the root-mean-square error (RMSE) between simulated and observed phenological dates. Given the small number of available observations, a leave-one-out cross validation technique was chosen to assess the robustness of each model. Additional metrics such as the Nash-Sutcliffe Efciency (NSE) were also used in validation to characterize modeling errors.
The hydrological models were calibrated and validated over several 5-year periods using the SCE algorithm to maximize the following criterion:
Fobj = (KGE + KGEi)/2 (12) where KGE and KGEi refer to the Kling-Gupta Efciency (Gupta et al., 2009) computed from discharge and inverse discharge values, respectively. This composite criterion was chosen to emphasize recession and low-ow periods (Push-palatha et al., 2012). All models were run at a daily time step but calibrated using a 10-day time step to reduce the effect of structural inadequacies. In particular, a 10-day delay was considered sufcient to ensure that all return ows caused by conveyance and eld losses have come back to the river system and that any difference between furrow and drip irrigation scheduling are negligible. Likewise, the two grapevine
P. Hublart et al.: Reliability of a conceptual hydrological model 207
Figure 2. Observed vs. predicted dates of budburst, full bloom and harvest at the INIA experimental site. The dates are expressed in number of days since 1 June. The minimum, maximum and mean absolute errors (in days) are given for each variety and stage of growth. The upper and lower blue lines indicate delays of 5 days between observed and predicted dates, respectively.
Table 1. Goodness-of-t (calibration) and predicting performance (validation) of the phenological models. RMSE, Root Mean Square Error; NSE, Nash-Sutcliffe Efciency; Bias, mean difference between the observed and predicted dates.
Calibration (whole dataset) Leave-one-out cross-validation
Flame Seedless Moscatel Rosada Flame Seedless Moscatel Rosada
Model RMSE NSE Bias RSME NSE Bias RMSE NSE Bias RMSE NSE Bias
BB 2.2 0.94 0.2 1.0 0.98 0.14 2.2 0.94 0.1 1.3 0.97 0.14
FB 6.2 0.40 0.1 6.0 0.36 0.29 6.2 0.39 0.2 6.5 0.26 0.29
HV 2.3 0.91 0.1 6.7 0.79 1.14 2.4 0.91 0.2 6.8 0.78 1.57
the GR4J/IWU model arose from timing errors in the simulation of peak ows rather than from the incorrect simulation of low ows (except in 19891990). In mountainous catchments, such errors are likely to be due to inadequacies in the modeling of snowmelt. Further research is underway to better estimate the dynamics of snow processes using remotely-sensed snow-cover data to determine the parameters of the CEMANEIGE model.
5 Conclusions and prospects
This paper investigated the usefulness of modifying a commonly used conceptual model to improve low-ow simulations in a cultivated, snowmelt-fed catchment of north-central Chile. To this end, a modied version of the CEMANEIGE-GR4J model was designed to incorporate the effects of increasing irrigation water-use (IWU) over time. This approach relied on the use of temperature-based phenological models to capture the main dynamics of crop
water needs during the growing season. When tested over two different 5-year calibration and validation periods, the GR4J/IWU model was found to perform better than the GR4J and GR6J models, in particular with respect to the low-ow criterion (KGEi). The GR4J/IWU model appears to be less sensitive to changes in the water-use and climate conditions of the calibration period.
One of the main advantages of this approach is that it provides an estimate of natural streamow (see Fig. 3, in blue) which can be used to assess the capacity of the system to meet increasing crop water needs. Another advantage in the context of climate change impact studies lies in the use of phenological models based on functions that already integrate the negative effects of higher temperatures on crop development (Garca de Cortzar-Atauri et al., 2010). However, critical challenges remain to be addressed to ensure that the right answers are obtained for the right reasons (Kirchner, 2006). Alternative or extended calibration and validation periods should be used to better understand the impact of nat-
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208 P. Hublart et al.: Reliability of a conceptual hydrological model
Table 2. Goodness-of-t (calibration) and predicting performance (validation) of the hydrological models.
Calibration over 19891994 Validation over 19992004
Model Fobj KGE KGEi Fobj KGE KGEi
GR4J 0.87 0.93 0.81 0.73 0.88 0.58 GR6J 0.87 0.92 0.82 0.79 0.86 0.72 GR4J/IWU 0.96 0.97 0.95 0.79 0.87 0.71
Calibration over 19992004 Validation over 19891994
Model Fobj KGE KGEi Fobj KGE KGEi
GR4J 0.86 0.95 0.77 0.74 0.85 0.63 GR6J 0.85 0.91 0.79 0.60 0.72 0.48 GR4J/IWU 0.92 0.95 0.89 0.86 0.88 0.84
Figure 3. Simulated inuenced streamow (in red) obtained with the GR4J/IWU model compared to observed streamow (in black) in calibration and validation. Seasonal irrigation water-use (IWU) and the simulated natural streamow (Qn,sim) are plotted in green and blue, respectively.
ural climate variability and shifts, which have been shown to inuence the hydrological system behavior on the inter-annual (ENSO) and interdecadal (IPO) timescales (Quintana and Aceituno, 2012). Further research is also required to quantify the predictive uncertainty associated with model structure, parameters and inputs.
In the future, projected changes in temperature and precipitation patterns may further amplify human-induced hydro-logical changes. In mountainous areas, warmer temperatures will reduce the fraction of precipitation falling as snow and tend to accelerate snowmelt, thereby leading to earlier peak ows in spring and decreased summer and fall ows. At the same time, higher temperatures in the cultivated valleys will affect the timing of phenological events, which drive the sea-
sonal pattern of crop water needs. Although some benecial effects of elevated CO2 can be expected at the leaf level, crop evapotranspiration could increase at the catchment scale due to complex feedbacks occurring within the canopy and in the air above it. In semi-arid catchments where irrigation water is derived from snowmelt-fed rivers, this could lead to a growing mismatch between irrigation requirements and surface-water availability. This is the subject of an on-going research project.
Acknowledgements. The authors are very grateful to the Centro de Estudios Avanzados en Zonas ridas (CEAZA) for its essential logistic support during the eld missions and to the Direccin General de Agua (Chile) for providing the necessary streamow data.
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Copyright Copernicus GmbH 2015
Abstract
This paper explores the reliability of low-flow simulations by conceptual models in a semi-arid, Andean catchment (30° S) facing climate variability and water-use changes. Depending on water availability, a significant part of surface water resources are diverted to meet irrigation requirements. In return, these water withdrawals are likely to influence the hydrological behavior of the catchment. The value of model-based analyses thus relies on our ability to adequately represent the complex interactions between climate variability, human-induced flow perturbations and crop water use. In this study, a parsimonious hydrological model (GR4J) including a snow routine was combined with a model of irrigation water-use (IWU) to provide a new, 6-parameter model of the catchment behavior (called GR4J/IWU). The original, 4-parameter GR4J model and the 6-parameter GR6J model were also used as benchmarks to evaluate the usefulness of explicitly accounting for water abstractions. Calibration and validation of these three models were performed successively over two different 5-year periods representing contrasted water-use and climate conditions. Overall, the GR4J/IWU model provided better simulations than the GR4J and GR6J models over both periods. Further research is required to quantify the predictive uncertainty associated with model structures, parameters and inputs.
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