the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Impact of the quality of hydrological forecasts on the management and revenue of hydroelectric reservoirs – a conceptual approach
Manon Cassagnole
MariaHelena Ramos
Ioanna Zalachori
Guillaume Thirel
Rémy Garçon
Joël Gailhard
Thomas Ouillon
The improvement of a forecasting system and the continuous evaluation of its quality are recurrent steps in operational practice. However, the systematic evaluation of forecast value or usefulness for better decisionmaking is less frequent, even if it is also essential to guide strategic planning and investments. In the hydropower sector, several operational systems use mediumrange hydrometeorological forecasts (up to 7–10 d ahead) and energy price predictions as input to models that optimize hydropower production. The operation of hydropower systems, including the management of water stored in reservoirs, is thus partially impacted by weather and hydrological conditions. Forecast value can be quantified by the economic gains obtained with the optimization of operations informed by the forecasts. In order to assess how much improving the quality of hydrometeorological forecasts will improve their economic value, it is essential to understand how the system and its optimization model are sensitive to sequences of input forecasts of different quality. This paper investigates the impact of 7 d streamflow forecasts of different quality on the management of hydroelectric reservoirs and the economic gains generated from a linear programming optimization model. The study is based on a conceptual approach. Flows from 10 catchments in France are synthetically generated over a 4year period to obtain forecasts of different quality in terms of accuracy and reliability. These forecasts define the inflows to 10 hydroelectric reservoirs, which are conceptually parameterized. Relationships between forecast quality and economic value (hydropower revenue) show that forecasts with a recurrent positive bias (overestimation) and low accuracy generate the highest economic losses when compared to the reference management system where forecasts are equal to observed inflows. The smallest losses are observed for forecast systems with underdispersion reliability bias, while forecast systems with negative bias (underestimation) show intermediate losses. Overall, the losses (which amount to millions of Euros) represent approximately 1 % to 3 % of the revenue over the study period. Besides revenue, the quality of the forecasts also impacts spillage, stock evolution, production hours and production rates, with systematic over and underestimations being able to generate some extreme reservoir management situations.
According to the 2018 report of the International Hydropower Association (IHA, 2018), the worldwide total generating capacity of hydropower plants is more than 1200 GW, making hydropower the world's leading renewable energy source. The share of global renewable energy production was 25.6 % in 2018, of which 15.9 % came from hydroelectric production. In France, hydropower is expected to play a central role in meeting the flexibility needs of the evolving electricity system under the clean energy transition. The country has 25.5 GW of installed hydropower capacity, which makes it the third largest European producer of hydroelectricity (IHA, 2018). Among the existing hydropower plants, more than 80 % are operated by Électricité de France (EDF). EDF develops inhouse forecasting systems to forecast river discharges and reservoir inflows in catchments of sizes ranging from a few tens to thousands of square kilometers. Most catchments are located in mountainous areas and are governed by different hydrological regimes from glacionival to more pluvialdominant runoff regimes. Forecasting systems allow one to anticipate hydrometeorological conditions from hours to days and months ahead. Over the years, investments have been made to develop deterministic and probabilistic forecast products that meet the requirements of being reliable and accurate. Usefulness is ensured by constant interaction with users. However, questions remain: are investments in forecast quality rewarding in terms of economic benefits and improved hydropower production management; and how does forecast quality impact reservoir management and hydropower revenues?
Operating a hydroelectric reservoir involves deciding when it is more beneficial to produce energy (i.e., use the water stored in the reservoir by releasing it through the turbines of the power plant) and when it is more beneficial to store the water in the reservoir to use when demand (and electricity prices) are higher. Management decisions are also affected by other roles the reservoir may have within integrated river basin management (e.g., irrigation for agriculture, flood control and drought relief) as well as by management constraints (e.g., reservoir capacity and production capacity), which are specific to each reservoir. To help reservoir management decisionmaking, tools exist that model the management problem and help to find the optimal sequence of releases in order to fulfill the management objectives. In the literature, there are several optimization algorithms used to manage hydroelectric reservoirs. Dobson et al. (2019), Rani and Moreira (2010), Ahmad et al. (2014), Celeste and Billib (2009) and Labadie (2004) carried out extensive reviews of the most common optimization methods. Three main classes of optimization algorithms that are efficient for optimizing reservoir management are (1) linear and nonlinear programming (Arsenault and Côté, 2019; Yoo, 2009; Barros et al., 2003), (2) dynamic programming (Bellman, 1957) and its variants, deterministic dynamic programming (DDP) (Haguma and Leconte, 2018; Ming et al., 2017; Yuan et al., 2016), stochastic dynamic programming (SDP) (Wu et al., 2018; Yuan et al., 2016; Celeste and Billib, 2009; TejadaGuibert et al., 1995), sampling stochastic dynamic programming (SSDP) (Haguma and Leconte, 2018; Faber and Stedinger, 2001; Kelman et al., 1990) and stochastic dual dynamic programming (SDDP) (MacianSorribes et al., 2017; Tilmant and Kelman, 2007; Tilmant et al., 2008, 2011; Pereira and Pinto, 1991), and (3) heuristic programming (MacianSorribes and PulidoVelazquez, 2017; Ahmed and Sarma, 2005). The choice among these algorithms depends on many factors, such as the stakes and objectives to address, as well as the configuration of the system and the data available to parametrize and run the model.
Among the data used in reservoir management and operation, the water inflows to the reservoir, characterized by their time variability, are crucial if they are either observed hydrologic flows or forecasts. Streamflow forecasts provide short to longterm information on the possible scenarios of inflows and, consequently, affect the decisions to be made on releases and storage. The effectiveness of an optimization model may thus depend on how good these forecasts are. Murphy (1993) lists three main aspects that define if a forecast is good: consistency, quality and value. Forecast consistency relates to the correspondence between the forecast and the forecaster's best judgment, which depends on the forecaster's base knowledge. Forecast quality relates to how close the forecast values (or the forecast probabilities) are to what actually happened. Forecast value relates to the degree to which the forecast helps in a decisionmaking process and contributes to realize an economic or other benefit.
Forecast quality is often characterized by attributes, such as reliability, sharpness, bias and accuracy. It is often assessed with numeric or graphic scores and independently of forecast value. When forecasts are affected by errors and display biases or inaccuracies, they can be improved by applying statistical corrections, also called postprocessing techniques, to the biased forecasts. Postprocessing is widely discussed in the literature (Ma et al., 2016; Crochemore et al., 2016; Thiboult and Anctil, 2015; Pagano et al., 2014; Verkade et al., 2013; Trinh et al., 2013; Gneiting et al., 2005, 2007; Fortin et al., 2006) for deterministic and probabilistic (or ensemblebased) forecasts. It is also widely demonstrated that multiscenario ensemble forecasts provide forecasts of better quality and enhanced potential usefulness when compared to singlevalue deterministic forecasts, even when the mean of all ensemble members is used (Fan et al., 2015; Velázquez et al., 2011; Boucher et al., 2011; Roulin, 2007).
While the analysis of forecast quality receives much attention, with numerous scores developed to quantify quality gains when improving a forecasting system, the evaluation of forecast value remains a challenge. The value of a forecast represents the benefits realized through the use of the forecast in decisionmaking. It is therefore necessary to acquire knowledge on how decisions are made when informed by forecasts. In the context of hydroelectric reservoir management, the value of a forecast is often assessed by the performance and benefits obtained from optimal management, when management objectives are satisfied and constraints are respected (storage capacity and environmental constraints). It can be expressed (1) in terms of economic revenues, often associated with a monetary unit (Arsenault and Côté, 2019; Tilmant et al., 2014; Alemu et al., 2011; Faber and Stedinger, 2001), and (2) in terms of utility, often associated with a production unit (Côté and Leconte, 2016; Desreumaux et al., 2014; Boucher et al., 2012; Tang et al., 2010).
The analysis of the relationship between the quality of hydrometeorological forecasts and their economic value in the hydroelectric sector is more frequent in the context of seasonal hydropower reservoir management. For example, Hamlet et al. (2002) show that the benefits generated by the use of seasonal forecasting for the management of a water reservoir used for irrigation, hydropower production, navigation, flood protection and tourism represent an average increase in annual revenue of approximately USD 153 million per year. Boucher et al. (2012) studied the link between forecast quality and value at shorter, days ahead, lead times. The authors reforecast a flood event that occurred in the Gatineau river basin in Canada due to consecutive rainfall events and evaluate the management of the Baskatong hydropower reservoir under different inflow forecast scenarios. They show that the use of deterministic or raw (without bias correction) ensemble streamflow forecasts does not affect the forecast management value. However, the use of a postprocessor to correct ensemble forecast biases lead to a better reservoir management.
In order to better understand the relationship between the quality of hydrometeorological forecasts and their value through the management of hydroelectric reservoirs, some studies have created synthetic, qualitycontrolled hydrological forecasts. The use of synthetic forecasts for reservoir management is, for example, implemented by Maurer and Lettenmaier (2004). The authors study the influence of synthetic seasonal 12month hydrological forecasts on the management of six reservoirs in the Missouri River basin in North America. Synthetic forecasts are created by applying an error to past observed flows (flows reconstructed over a 100year period). The error is defined according to the lead time (increasing error with lead time) and according to the level of predictability the authors wanted to give to the synthetic forecast. Predictability is assessed by the correlation between past observed seasonal mean flows and the river basin initial conditions. Four levels of predictability are defined according to the variables considered in assessing the initial conditions: (1) good predictability (climate variables, snow water equivalence and soil moisture are considered), (2) average predictability (only climate variables and snow water equivalence are considered), (3) poor predictability (only climate variables are considered) and (4) zero predictability (no variables are considered). These levels of predictability are expressed in terms of coefficients (the stronger the coefficient, the higher the predictability), which are taken into account in the error of the synthetic forecast. The results of this study draw two main conclusions: (1) synthetic forecasts with better predictability generate the highest revenues (closer to those of a perfect forecast system) and (2) the size of the reservoir influences the value of the synthetic forecast (for a large reservoir, the difference between the benefits of the synthetic forecast with zero predictability and those of the perfect forecast system represented by observed streamflows are 1.8 %, compared to 7.1 % for a reservoir reduced by nearly a third of its capacity, which represents a difference of EUR 25.7 million in average annual revenues).
Lamontagne and Stedinger (2018) presented two statistical models to generate synthetic forecast values based on a time series of observed weekly flows. The synthetic forecasts are then used in a simplified conceptual reservoir operation framework where operators aim at keeping their reservoir level at a target level during summer. Hydropower benefits are maximized based on the weekly flows and benefits are computed based on the assumption of constant electricity prices. Forecast quality is evaluated using the coefficient of determination as a measure of skill. The study showed that more accurate forecasts result in higher reservoir freeboard levels and reduced spills. It also highlighted the importance of using synthetic forecasts with varying precision to compare the relative merit of different forecast products.
Arsenault and Côté (2019) investigated the effects of seasonal forecasting biases on hydropower management. The study is based on the ensemble streamflow prediction (ESP) method, which uses historic precipitation and temperature time series to build possible future climate scenarios and force a hydrological model. The forecasts are issued at 120 d time horizons. The authors apply a correction factor to the ESP hydrometeorological forecasts, generating a positive bias of +7 % (overestimation) and a negative bias of −7 % (underestimation). The study is carried out on the SaguenayLacStJean hydroelectric complex in Quebec, which consists of five reservoirs. The authors also vary the management constraints by imposing, or removing, a minimum production constraint on management. The study concludes that more constrained systems tend to be more robust to forecast biases due to their reduced degree of freedom to optimize the release/storage scheduling of inflows. Forecasts with a positive bias (overestimation) led to lower spill volumes than forecasts with a negative bias (underestimation). In addition, it was shown that forecasts with a positive bias (overestimation) were correlated with a lower reservoir level.
For practical applications, the value of synthetic forecasts is related to how the biases in these forecasts reflect the actual biases encountered in operational forecasts. In operational hydrological forecasts, biases may vary according to the time of the year, the magnitude of flows (different biases may be observed for high and low flows), the catchment and its climatic conditions, among other things. Additionally, forecast biases are often dependent on lead time. Lamontagne and Stedinger (2018) emphasized that synthetic forecasts should replicate the most important statistical properties (mean, variance and accuracy) of the real forecasts or the specified properties of a potential forecast product to be analyzed. Arsenault and Côté (2019) explained that they excluded larger variations of biases in their study since this would not be of additional help in exploring the behavior of biases on the hydropower system operation of their case study.
Most of the studies in the literature deal with seasonal forecasts, specific flood events or specific contexts of application, including singlesite case studies. Furthermore, to the best of our knowledge, there have not been studies that tried to untangle the influence of the different quality attributes of a forecast on the management of reservoirs. Most of the existing studies either conclude that there is an overall link between the quality of hydrological forecasts and their economic value without specifying which quality attribute has the greatest influence on the economic value or focus on a single particular attribute. For instance, Stakhiva and Stewart (2010) show that improving the reliability of hydrological forecasting systems can improve hydroelectric reservoir management. Côté and Leconte (2016) also mention the negative impact of underdispersion of a hydrological forecasting system on reservoir management. Other studies focus on impacts of forecast accuracy on reservoir management, particularly when dealing with extreme events, such as floods or droughts (Turner et al., 2017; Anghileri et al., 2016; Kim et al., 2007).
The aim of this paper is to present a study that investigates the impact of quality attributes of shortterm (7 d ahead) hydrological forecasts on the management of hydroelectric reservoirs under different inflow conditions. For this, we present a method for creating synthetic hydrological forecasts of controlled quality and we apply the different forecasting systems generated to a reservoir management model. The model, based on a linear optimization algorithm, is designed to represent conceptual reservoirs and management contexts with a simplified parametrization that takes into account hypothetical reservoir physical parameters and the actual inflow variability from the upstream catchment area. This framework allows us to investigate several sites and untangle the influence of different attributes of forecast quality on hydroelectric production revenues. Our study is based on data from 10 catchments in France. In the following, Sect. 2 presents the case study areas, the data and methods used. Section 3 presents the results and discussions and is followed by Sect. 4, where conclusions are drawn.
2.1 Case study areas and streamflow data
This study is based on a set of 10 catchments located in the southeast of France. They were selected to represent a variety of hydrological regimes and areas where the French electric utility company EDF operates, or has interest in operating, hydroelectric dams. Figure 1 shows the location and hydrological regimes of the studied catchments. Catchments 1, 9 and 10 are located in the French Alps. They are described by a snowdominated hydrological regime, with peak flows observed in spring due to snow melt. Catchment 7 is located in the Jura mountains and its hydrological regime is dominated by peak flows in winter followed by high flows also in spring. The same is observed for catchments 2–6 and 8, located in the Cévennes mountains, where the hydrological regime is also marked by very low summer flows.
Daily streamflow data come from the French database Banque HYDRO (Leleu et al., 2014). They are either natural flows or, when the flows are influenced by existing dams, naturalized flows at the catchment outlet. In this study, they represent the inflows to the hydroelectric dams and are used to create the synthetic hydrological forecasts of different quality for the period 2005–2008.
2.2 Generation of synthetic hydrological forecasts
In order to investigate the impact of the quality of the forecasts on the management of hydroelectric reservoirs, we created time series of 7 d ahead synthetic daily streamflow forecasts of controlled quality for each studied catchment. For this, for a given day and lead time, we first generate a reliable 50member ensemble forecast based on the observed daily streamflow value and a parameterized lognormal distribution, and then we introduce biases on the generation processes. For a given day and lead time, the approach can be described by the following two major steps:

Creation of synthetic reliable forecasts: we consider the synthetic ensemble forecast probability distribution as a lognormal distribution with two parameters: mean (μ) and standard deviation (σ). The standard deviation parameter is set as a function of a spread coefficient (D^{2}) and the mean. In other terms, σ is expressed by a multiplicative error around the mean (Eq. 1). The higher the spread coefficient, the higher the standard deviation.
$$\begin{array}{}\text{(1)}& \mathit{\sigma}={D}^{\mathrm{2}}\times \left\mathit{\mu}\right\end{array}$$The location parameter mean (μ) depends on the daily observed streamflow. In probability theory, if a value X follows a lognormal distribution with parameters (μ, σ), the variable Y=log (X) follows a normal distribution with parameters (μ, σ). The variate $Z=\frac{Y\mathit{\mu}}{\mathit{\sigma}}$ follows a standard normal distribution of parameters μ=0 and σ=1. For a probability $\mathrm{0}<p<\mathrm{1}$, the quantile function of the standard normal distribution returns the value z such that
$$\begin{array}{}\text{(2)}& F\left(z\right)=Pr(Z\le z)=p.\end{array}$$Considering that the variable X represents the observed streamflow, with Y=log (X), the quantile qp associated with the probability p is then
$$\begin{array}{}\text{(3)}& {\displaystyle \frac{\mathrm{log}\left(X\right)\mathit{\mu}}{\mathit{\sigma}}}=qp.\end{array}$$From Eq. (1), the lognormal mean μ is then given by
$$\begin{array}{}\text{(4)}& \mathit{\mu}={\displaystyle \frac{\mathrm{log}\left(X\right)}{\mathrm{1}+qp\times {D}^{\mathrm{2}}}}.\end{array}$$In order to guarantee the creation of a reliable ensemble forecast, values of p are drawn randomly between 0 and 1 from a uniform probability distribution for each day and lead time. The sampling must thus be large enough to achieve an equal selection of probabilities and obtain a reliable ensemble forecast. Finally, from the lognormal distribution with mean (μ) and standard deviation (σ), we randomly draw 50 members to generate an ensemble.
The steps above are carried out for each day of forecast and each lead time independently, which means that temporal correlations can thus be lost. To retrieve correlated 7 d trajectories, we apply an approach based on the ensemble copula coupling (ECC) postprocessing methodology (Schefzik et al., 2013; Bremnes, 2008). The approach consists of rearranging the sampled values of the synthetic forecasts in the rank order structure given by a reference ensemble forecasting system, where physically based temporal patterns are present. Forecast members are ranked and the rank structure is applied to the synthetic forecasts to create reordered trajectories that match the temporal evolution of the reference forecasting system. In our study, the operational ensemble forecasting system produced at the forecasting centers of EDF is taken as reference. It is based on a conceptual rainfallrunoff model (MORDOR model; Garçon, 1996) forced by the 50 members of the meteorological ensemble forecasting system issued by the European Centre for MediumRange Weather Forecasts (ECMWF). It produces 7 d ahead streamflow forecasts daily. The quality of these operational forecasts, for a similar catchment dataset and evaluation period, is discussed in Zalachori et al. (2012).

Introduction of biases: from the previous step, we can generate ensemble forecasts that are reliable, sharp (very close to the observed streamflows) and unbiased. To deteriorate the quality of the forecasts, we implement perturbations to be added to the generation process.
To deteriorate the reliability of the synthetic forecasts, the values of p, which define the position of the observation in the probability distribution of the ensemble forecast, are not taken randomly. This is done by introducing a reliability coefficient (R) as a power coefficient in the p value: p^{R}. According to the value taken by R, the random drawing will be biased (R≠1) or not (R=1). We created synthetic ensembles with a negative bias ($\mathrm{0}<R<\mathrm{1}$) and a positive bias (R>1), which are associated with forecasts that underestimate and overestimate the observations, respectively.
To generate underdispersed ensembles, the synthetic generation is controlled so that high flows are underestimated and low flows are overestimated. In practice, each daily observed streamflow is compared with the quantiles 25 % and 75 % of the observed probability distribution. If the daily observation is lower than the quantile 25 %, the p value is forced to be between 0 and 0.1. If the daily observation is higher than the quantile 75 %, the p value is forced to be between 0.9 and 1. In this way, 50 % of the daily synthetic forecasts are forced to under or overestimate the observations.
Finally, to deteriorate the sharpness and the accuracy, the spread coefficient (D) is increased. Higher spread coefficients will generate less sharp and accurate ensemble forecasts. An ensemble forecast very close to the observed streamflows is generated from the synthetic ensemble forecasting model with a D coefficient equal to 0.01, corresponding to a spread factor of 0.01 %. We then generated additional ensembles with D coefficients equal to 0.1, 0.15 and 0.2, which corresponds to spread factors of 1 %, 2.25 % and 4 %. These are low values compared to actual biases that can be found in realworld forecasts. However, since our synthetic generation model is based on a lognormal distribution, the degree of skewness can increase fast as we increase D (and, consequently, as σ is increased), generating streamflows that are too high to be realistic and used in the reservoir management model.
In summary, for each studied catchment and over the 4year study period, we generated a total of 16 synthetic ensemble forecasting systems represented in Table 1 (4 main types to characterize biases × 4 spread factors to characterize sharpness).
Each synthetic ensemble forecasting system was generated daily with 50 members and up to 7 d of forecast lead time. Figure 2 shows examples of the four synthetic ensemble forecasts generated for the 1 d lead time at catchment 1 (Fig. 1) for the year 2005. It shows:

UnB (reliable and unbiased, Fig. 2a): forecasts uniformly distributed around the observed flows,

OvE (overestimation, Fig. 2b): systematic positive biases towards forecasts that overestimate the observed flows,

UnE (underestimation, Fig. 2c): systematic negative biases towards forecasts that underestimate the observed flows,

UnD (underdispersed, Fig. 2d): flows greater than the historic 75th percentile are underestimated and flows lower than the historic 25th percentile are overestimated.
2.3 Reservoir management model
The reservoir management model is based on linear programming (LP) to solve the optimization problem: maximize hydropower revenue under the constraints of maximum and minimum reservoir capacities. Linear programming is one of the simplest ways to quickly solve a wide range of linear optimization problems. The linear problem is solved by the opensource solver COIN Clp, which applies the simplex algorithm. The solver is called using PuLP, a Python library for linear optimization. The model is an improvement of a heuristic model of hydropower reservoir inflow management that was previously designed by EDF and INRAE for research purposes. It defines the reservoir management rules at the hourly time step based on deterministic 7 d inflow forecasts and hourly time series of electricity prices.
Electricity prices in France have seasonal variability, with higher prices in winter due to the higher electricity demand for heating. They also vary within a week (lower prices are observed during weekends when industrial demand is lower) and within a day (higher prices are observed during peak demand hours). In this study, we use the hourly energy price time series for the period 2005–2008 from the EPEXSPOT market (https://www.epexspot.com/en, last access: 14 February 2021). This study period avoids the negative market prices observed after 2008. Since we want to isolate the influence of the quality of inflow forecasts on the revenue, we used observed prices instead of forecast prices.
The 10 studied catchments define the inflows to 10 hydroelectric reservoirs, which are conceptually parameterized as follows: given the focus of the study on 7 d inflow forecasts, the storage capacity of each reservoir is defined as five times the historic mean daily flow; the maximum electricity production capacity, which is related to production power, is set at three times the historic mean daily flow; and the minimum storage capacity is set at 0 Mm^{3} for each reservoir. Given the historic mean daily flows of the studied catchments, the conceptual sizes of the reservoirs vary between 3.18 and 34.22 Mm^{3} in this study. We do not use the actual reservoir dimensions and operational characteristics, although the inflows from the synthetic hydrological forecasts reflect the actual hydrological variability. For each synthetic ensemble forecast, the reservoir management model is run with the mean of the members of the ensemble. Running the solver with each ensemble member and taking an average decision would also be possible but would require additional investigation on the influence of extreme values of individual members on the decision, which is beyond the scope of this paper.
The LP optimization model defines, for each day, an optimal release sequence (operation scheduling), which amounts to the water to be used to produce electricity. A rollinghorizon optimization scheme is used. For each day, the optimization problem is solved considering a 7 d window. It is informed by the 7 d synthetic streamflow forecast (ensemble mean) and the hourly electricity prices. The algorithm maximizes the hydropower revenue, searching for an optimal release sequence over the week. It tries to use all the incoming volume to produce electricity, thus maximizing the immediate benefits of electricity generation. We did not use final water values to account for the state of the reservoir storage at the end of the 7 d optimization period. However, we implemented the weekly production as a soft constraint, which should not be higher than the weekly volume of water entering the reservoir. This prevents the model from emptying the reservoirs at the end of the period.
The main objective of the reservoir management model is to maximize hydropower revenue while meeting the constraints of the reservoir. The management objective is quantified according to the objective function below, which is maximized over a week for each day of the study period:
where h refers to the hour of the week (in total, H=168 h); p_{h} refers to the hourly electricity price at hour h; ρ refers to the efficiency of the power plant, in MWh m^{−3} s^{−1}, which is a constant equal to 1 MWh m^{−3} s^{−1} in this study; and q_{h} refers to the release in m^{3} s^{−1} used for the production at hour h.
Mayne et al. (2000) classify management constraints into two categories: hard constraints and soft constraints. Dobson et al. (2019) define these constraints as follows: “Hard constraints are those constraints that cannot be violated under any circumstance and typically represent physical limits […] Soft constraints, instead, are those constraints that should not be violated but that are not physically impossible to break.” In our experiment, the maximum capacity is a soft constraint, while the minimum capacity is defined as a hard constraint. When a major event occurs and the reservoir does not have the storage capacity required to store the inflow volume, the maximum reservoir capacity constraint is violated. There are penalty terms (associated with spills and minimum volumes) in the cost function, which intervene in the objective function during the optimization. Penalties are based on the order of magnitude of the gains per hm^{3} (taking the maximum electricity price into account). The minimum volume penalty is calculated to always be greater than the potential gains, and the spill penalty is 10 times the minimum volume penalty. For instance, for a gain of 8 per hm^{3}, the order of magnitude will be 1; the power to 10, zero; the minimum volume penalty, 10; and the spill penalty, 100. The storage constraints and the temporal evolution of the stock are quantified as
where ${v}_{\mathrm{h}}^{\mathrm{min}}$ and ${v}_{\mathrm{h}}^{\mathrm{max}}$ represent, respectively, the minimum and maximum volume of the reservoir at hour h in Mm^{3}; a_{h} represents the forecast inflow at hour h in m^{3} s^{−1} and K represents the conversion constant from m^{3} s^{−1} to Mm^{3} h^{−1} (equal to 0.0036).
The optimization is also constrained by the maximum production capacity, which is considered a hard constraint. Production therefore cannot exceed the maximum production capacity:
where q_{h} refers to the release in m^{3} s^{−1} at hour h and q_{max} refers to the maximum release (associated with the maximum production capacity).
Furthermore, the optimization is constrained by the weekly release for electricity production, which cannot be higher than the weekly inflows. This constraint is considered a soft constraint. It has been implemented for this research management model and is not representative of the real operational constraints. It can be expressed as
where A represents the cumulative weekly inflows.
When applying the model, after the optimization phase and once the operation schedule is defined for the coming week, it simulates the management of the reservoir with the actual observed inflows over the release schedule defined for the first 24 h. This simulation phase consists of applying the optimal command of releases obtained during the optimization phase to the first day (there is no reoptimization). At this phase, it may happen that the observed inflows are very different from the forecast inflows used for the optimization and, due to the management constraints, it is not possible to follow the optimal command. In this case, the rule is modified to allow the operations to be carried out within the storage constraints. When the management rule at one hour h induces a violation of the minimum storage constraint, the release is decreased until the constraint is respected. On the other hand, when a volume of water is spilled, the release is increased. We note that, in this case, the modified management rule does not always avoid discharge and a volume of spilled water may occur.
The volume obtained at the end of the 24 h simulation phase is used to update the initial volume of the reservoir for the next forecast day and optimization. This is done in a continuous loop over the entire 4year study period (2005–2008) for each catchment and for the 16 synthetic streamflow forecasts of different forecast quality. At the end, the amount of hourly electricity produced is multiplied by the price (in Euro per MWh) to obtain the revenue. The impact of forecast quality on the revenue (economic value) is then assessed.
2.4 Evaluation of forecast quality
In terms of forecast quality, we focus on assessing the reliability, sharpness, bias and accuracy of the forecasts.
The reliability is a forecast attribute that measures the correspondence between observed frequencies and forecast probabilities. It can be measured by the probability integral transform (PIT) diagram (Gneiting et al., 2007; Laio and Tamea, 2006) at each forecast lead time. The diagram represents the cumulative frequency of the values of the predictive (forecast) distribution function at the observations. A reliable forecast has a PIT diagram superposed with the diagonal (0–0 to 1–1). It means that the observations uniformly fall within the forecast distribution. A forecasting system that overestimates the observations is represented by a curve above the diagonal. If the PIT diagram is under the diagonal, it indicates that observations are systematically underestimated. A PIT diagram that tends to be horizontal means that the forecasts suffer from underdispersion (i.e., observations often fall in the tail ends of the forecast distribution). On the other hand, a PIT diagram that tends to be vertical means that the forecasts are overdispersed.
The sharpness of a forecast corresponds to the spread of the ensemble forecast members. It is an attribute independent of the observations, which is therefore specific to each forecasting system. To evaluate the sharpness of a forecast for each lead time, the 90 % interquantile range (IQR) can be used (Gneiting et al., 2007). It corresponds to the difference between the 95th quantile and the 5th quantile of all ensemble members. The IQR score is evaluated for each forecast day and then averaged over the entire study period. The smaller the IQR, the sharper the forecast.
The forecast bias measures the average error of a forecast in relation to the observation over a given time period. Bias measurement is used to detect positive (forecasts greater than observations) or negative (forecasts lower than observations) biases. To evaluate the bias of the synthetic ensemble streamflow forecasts, the percent bias (Pbias) is computed for each day i and lead time (Fan et al., 2016; Waseem et al., 2015). It compares the daily observation o with the daily mean of the ensemble forecast m. The Pbias score is then averaged over the entire study period of N forecast days:
The Pbias is negative (positive) when forecasts underestimate (overestimate) the observations.
The accuracy of a forecast represents the difference between an observed value and an expected forecast value. It is often assessed with the root mean square error (RMSE), which corresponds to the square root of the mean square error. In the case of an ensemble forecast, the average of the ensemble forecast is often used to assess the accuracy of the forecasting system. In this study, the RMSE is normalized with the standard deviation (SD) of the observations to allow comparison among different catchments:
The lower the NRMSE, the more accurate the forecast is.
Finally, we evaluated the overall forecast quality of each forecasting system with the continuous ranked probability score (CRPS) (Hersbach, 2000). It compares the forecast distribution to the observation distribution (a Heaviside step function at the observation location) over the evaluation period. The score is better if the probability distribution of the forecasts is close to that of the observations. The lower the CRPS, the better the forecasts are. In this study, the CRPS is also normalized with the SD of the observations to reduce the impact of the catchment size on this score (Trinh et al., 2013):
3.1 Quality of the generated synthetic hydrological forecasts
In order to validate the model used to generate synthetic forecasts of controlled quality, we evaluated the quality of each ensemble hydrological forecasting system in terms of sharpness (Fig. 3), reliability (Fig. 4), systematic bias (Fig. 5), accuracy (Fig. 6) and overall quality (Fig. 7). The quality of the synthetic ensemble forecasts is presented at the 1 d lead time only, since, by construction, the quality of the synthetic forecasts does not vary according to the lead time. In all the figures except Fig. 4, the top graphs show, in the form of boxplots (maximum value, percentiles 75, 50 and 25, and minimum value), the distribution of the scores of quality for the 10 catchments of the study. The bottom graphs highlight the evolution of the median score (percentile 50). In both graphs, the results are presented for four spread factors (0.01 %, 1 %, 2.25 % and 4 %).
Figure 3 shows the effect of the increase in the spread factor on the sharpness score (IQR) of each synthetic ensemble forecasting system. The evolution of IQR values for the unbiased system (UnB) can be used as a reference of expected impacts; the dispersion of the ensemble system increases when the spread factor increases. Therefore, the model designed for the generation of synthetic ensemble forecasts of controlled quality works as expected in terms of spread variations. Additionally, we also observe that the IQR scores are not very different among the forecasting systems and the studied catchments for the smaller spread factors. To differentiate the ensemble systems in terms of their sharpness, it is thus necessary to have a spread factor greater than 1 % in the synthetic forecast generator model, regardless of the catchment location or the bias of the system. The intercatchment difference as well as the differences among the forecasting systems increase as the spread factor increases. These differences also reflect the way the synthetic ensemble forecasts were generated. The implementation of a reliability bias towards overestimation of streamflows (OvE system) has a strong impact on sharpness. IQR score values are the highest for this system, particularly when the spread factor is high. The spread of the forecasts is thus the highest for this system. This can be explained by the fact that, by construction, there is no physical upper limit imposed to the overestimation of streamflows. On the contrary, for the system that was generated to present a bias towards underestimation (UnE), the lower limit physically exists and corresponds to zero flows. This explains why this system shows low IQR scores even at the highest spread factor. In the underdispersed system (UnD), the low flows are overestimated, while the high flows are underestimated. By construction, the forecasts are thus more concentrated and the dispersion of this system tends to be small. This is also reflected in Fig. 3, where the values of IQR for the UnD system are very close to those of the UnE system.
The evaluation of reliability is shown in Fig. 4. The PIT diagram of each catchment is represented (lines) for the higher spread factor only (4 %), when the differences in the quality of the forecasting systems are higher. The lines in the PIT diagram clearly show the effectiveness of the forecast generator model to introduce reliability biases in the unbiased forecasting systems of all catchments. The cumulative distributions of the PIT values of the unbiased systems (UnB) are located around the diagonal, showing a uniform distribution of the PIT values as expected in a probabilistically calibrated ensemble forecasting system. The forecast deficiencies of the biasedgenerated systems are illustrated in the PIT diagram by their distance to the uniformity of a reliable system. The forms of the curves reflect well the underdispersion of the system UnD, as well as the overestimation and the underestimation of the systems OvE and UnE, respectively.
The reliable system (UnB) also shows zero to very low percent bias, as illustrated in Fig. 5. For this system, a slight positive bias appears when using a 4 % spread factor. The fact that the increase in spread leads to a slight positive bias (overestimation), even when the system is generated to be probabilistically unbiased, may be the consequence of the skewness of the lognormal distribution used in the forecast generation model, which increases as the spread increases and may result in the generation of some very high values, affecting the median bias. This impact is however much smaller compared to the impact of adding biases to the reliable forecasts. From Fig. 5, we can see a strong positive bias for the system that tends to overestimate streamflow observations (37 % of median Pbias value for OvE and spread factor of 4 %) and a negative bias for the system that tends to underestimate them (up to −18 % of median Pbias value for the UnE system). We also observe that there are larger differences in Pbias values among catchments in the OvE forecasting system, particularly at spread factor of 4 % (Pbias values vary from 25 % to 75 %). A negative bias is observed for underdispersed forecasts (−11.5 % of median Pbias value for UnD and spread factor of 4 %). The values of Pbias for the OvE and UnD systems are close to each other and present the same signal. This indicates that, in the UnD forecasting system, the impact of the underestimation of high flows in the percent bias is higher than the impact of the overestimation of low flows. The resemblance between the two synthetic systems is also illustrated in Fig. 2. Finally, in all biased generated systems, the higher the spread factor, the higher the absolute value of the Pbias of the system.
The evaluation of the NRMSE (accuracy, Fig. 6) and NCRPS (overall forecast quality, Fig. 7) scores also illustrates the impact of introducing biases in a reliable ensemble streamflow forecasting system. Overestimation leads to the worst scores and the highest differences in performance among catchments. Systems generated with underestimation and underdispersion biases have very similar scores, reflecting their similarity when high peak flows are reduced (see Fig. 2). For all systems, scores get worse when increasing the spread factor (i.e., the ensemble spread). Although better for the unbiased and reliable system (UnB), the accuracy score (NRMSE) does not strongly differentiate the UnB, UnD and UnE systems in terms of accuracy of the ensemble mean. This may be linked to the fact that the RMSE is based on absolute values of the errors and is not sensitive to the direction of the error (as in Pbias). Also, the fact that larger differences have a larger effect on RMSE, given that it is based on the square root of the average of squared errors, the high streamflow values generated in the unbiased system when using the higher spread factor penalize this system, leading to RMSE scores very close to the scores of the biased UnD and UnE systems, where high streamflow forecast values tend to occur less often. Finally, we note that the range of NRMSE values of the OvE system comprises the range of normalized RMSE values found by Zalachori et al. (2012) (NRMSE ranging from 1.7 to 2.4) when analyzing the raw (without bias correction) operational forecasts over a similar dataset of catchments.
3.2 Economic value of the generated synthetic hydrological forecasts
The value of the different forecasting systems is assessed based on the total economic revenue obtained from the hydropower reservoir operation when using, on a daily basis, each system's 7 d forecasts as input to the reservoir management model (LP optimization) over the study period (2005–2008). The revenue obtained with each synthetic forecasting system is then evaluated against the revenue obtained using a reference system. This reference system is given by the observed streamflows. It is thus equivalent to a “perfect forecasting system”, where the forecasts are always identical to the observed inflows. Hence, the maximum revenue is obtained by the reference system. The gain in revenue obtained for each synthetic system is expressed as the percentage gain in relation to the revenue of the reference system (N. Gain in %). This percentage gain is therefore negative (i.e., a percentage of loss in relation to the reference). The results obtained are shown in Fig. 8. The graph on top shows, in boxplots, the distribution of the percentage gains (maximum value, percentiles 75, 50 and 25, and minimum value) of the 10 studied catchments. The graph at the bottom highlights the median gain. Both graphs show the gain for each synthetic forecast system of controlled quality and as a function of the spread factor used to generate the forecasts.
The economic revenues of the different forecasting systems are very similar for the smaller spread factors. The difference in economic value between the synthetic forecast systems widens with the increase in the spread factor. Moreover, the percentage gains show a clear tendency to decrease as the spread factor increases. A given forecasting system will lose more revenue in comparison with the reference perfect system as it becomes more dispersed. This observation is in line with the analysis of the quality of the systems: as the spread increases, the quality (sharpness, accuracy, reliability and overall quality) decreases and the value (percentage gain in revenue) decreases.
Figure 8 and the analysis of synthetic forecast quality (Figs. 3–7) clearly show that the forecasting system displaying the worst scores in terms of forecast quality is also the one that displays the lowest economic value (system OvE, red line in Fig. 8). In the ranges and within the conditions of our experiment, a forecast system that, in median values, overestimates streamflows at about 30 % (Pbias) generates a loss in revenue of up to 3 %, compared to the revenue generated by a forecasting system that perfectly forecasts the observed inflows to the reservoir. Similarly, the unbiased system (UnB), which has the best quality among the synthetic forecasting systems (reliability, bias and overall quality), is the system that provided hydropower revenues the closest to the revenues of a perfect system. The second best system in terms of economic value is the system that suffers from underdispersion (UnD). Although, in terms of forecast quality, this system ranks closely to the forecast system that underestimates inflows (UnE), it performs, in median values, about 0.5 % points better in terms of economic gains. The systems that under and overestimate inflows (UnE and OvE, respectively) are those that show a steeper rate of loss in economic revenue as the spread of the forecasts increases. When moving from a spread factor of 2.25 % to a spread factor of 4 %, the median percentage gains of the system UnE move from −0.67 % to −1.5 %, while for the system OvE, it moves from −1 % to −3 %. Notably, the overall rank in economic value of the synthetic forecasting systems is similar to their rank in quality according to the Pbias and the NCRPS scores.
3.3 Influence of forecast bias on the total amount and hours of electricity production
The economic value of the synthetic forecasts is assessed by the gains of revenue generated when using a given forecasting system as inflow to the reservoir management model. Revenues (in euros) are calculated by multiplying the hourly electricity production (MW) by the electricity price (euro per MWh) at the time of production. It is not enough to produce a large amount of electricity to increase revenues. It is also necessary to optimally place the production at the best hours (i.e., when the prices are higher). Here, we investigate how each synthetic forecasting system influences the total production and number of hours of electricity produced over the study period. Figure 9 shows the normalized total production of each synthetic forecasting system, while Fig. 10 shows the normalized number of hours of production over the entire period. Both are expressed in terms of percentage of the total production (N. Production in % in Fig. 9) or of the total hours of production (N. Hour of production in % in Fig. 10) of the reference system (i.e., the perfect system, where forecasts are equal to observations).
Compared to the reference system, the unbiased forecasting system (UnB) results in lower total electricity production, although the differences are very small (Fig. 9). The released volumes (used to produce electricity) are thus very similar to the released volumes of the reference system. In terms of the number of hours of production (Fig. 10), we can see that there are more production hours in the unbiased system than in the reference system (about 0.5 % more). This indicates that the unbiased system produces almost the same quantity of electricity but distributes it over more hours within the study period, which may reflect a less optimized placement of production than in the reference system. This may explain the tendency of this synthetic forecasting system to show small losses in terms of economic value (Fig. 8) compared to the reference system despite its overall good quality. The increase in the spread factor does not seem to substantially affect the results.
The total production seems to be more sensitive to forecast underestimation of high flows, as present in the synthetic forecasting systems with underestimation (UnE) and underdispersion (UnD) biases. These systems show a loss of production that is sensitive to the spread factor and can reach up to 0.6 % in median values over the 10 studied catchments (Fig. 9). This may be related to the fact that these systems tend to forecast less water flowing into the reservoir. The management model will therefore plan fewer releases, which, consequently, tends to reduce the electricity production. The total production losses of these two systems are in opposition to the increase in the number of production hours (Fig. 10). Particularly in the case of the UnE system, production is distributed over up to 7.4 % more hours than that of the reference system. It seems that since the system forecasts lower inflows than what is observed, the management model has to activate production hours that were not necessarily planned based on the forecasts to release the exceeding inflow that is observed. The optimized production rule thus has to be adapted to the fact that more inflow is observed than forecast. It is done by increasing the number of production hours. We also note that, in percent points, the amount of loss in production is lower than the amount of loss in revenue (gain) for these systems (up to 1 % for UnD and 1.5 % for UnE, as shown in Fig. 8). The loss in revenue may therefore be explained by other factors than the loss in total production only, and this loss is not compensated by the increase in production hours. It seems that the way the production is distributed within the hours also plays a role (i.e., how the optimization works in terms of finding the best hours to produce electricity and, consequently, increase the total revenue).
The synthetic forecast system with a positive bias (OvE) is the only one that displays a total production higher than the reference system, although the difference is very small; for a spread factor of 4 %, the percentage of increased production is only 0.06 % (Fig. 9). The OvE system distributes its production over a larger number of hours but only when the spread factor increases (Fig. 10). The increase of spread also increases the value of the ensemble mean of the OvE system and, consequently, higher inflows are forecast to the reservoir than later observed. This seems to result in management rules with a higher number of hours of production (i.e., production is activated to release water and lower the levels of the reservoir). However, as in the case of the UnE system, the high number of hours of production does not result in gains in revenue since the OvE system is the one with the worst economic performance, followed by the UnE system (Fig. 8).
3.4 Influence of forecast bias on the rate of electricity production
More production hours does not necessarily lead to more total production or more gains in revenue, as seen in the UnE and OvE biased forecasting systems. Here, we investigate how the production is performed within the production hours for these synthetic forecasting systems. In the reservoir management model, production is not always operating at maximum capacity. For instance, if the maximum production capacity is 200 MW and, at a given hour, only 20 MW is produced, the production rate at this hour is only 10 %. A forecasting system can thus be associated with a large number of production hours, although electricity is finally produced at low rates. Additionally, the gains in revenue are influenced by the electricity prices at the hours of higher production rates. In order to investigate this issue, we considered the UnE and OvE systems with the higher spread factor (4 %). We defined four classes of production rates:

class 1 (C1): production rate less than a quarter of the maximum production capacity,

class 2 (C2): production rate between a quarter and a half of the maximum production capacity,

class 3 (C3): production rate between a half and three quarters of the maximum production capacity,

class 4 (C4): production rate exceeding three quarters of the maximum production capacity.
For each class, we evaluated the number of production hours falling in each class in Fig. 11 and the median electricity price in Fig. 12 (i.e., the median value of all the prices of all the hours that fall into the given class of production rate). Both are expressed as differences between the values evaluated when considering the reference system (i.e., the perfect system, where forecasts are equal to observations) and the values obtained with the synthetic forecasting system. Therefore, negative values indicate that the production hours or median price values of the synthetic forecasting system are higher than those of the reference system. On the other hand, positive values indicate that the production hours or median price values of the synthetic forecasting system are lower than those of the reference system. In Fig. 11, the difference in hours within each class is shown and in Fig. 12 the differences in median prices within each class is shown. Boxplots represent the maximum value, percentiles 75, 50 and 25, and minimum value over the 10 studied catchments.
From Fig. 10, we had seen that the total number of production hours of the UnE and OvE forecasting systems was greater than the total number of hours of the reference system. Figure 11 shows that their production is more frequent in classes of lower production rate: UnE and OvE systems show more hours than the reference system in classes C1–C3 (boxplots at negative values) and less hours than the reference system in the most productive class C4 (boxplots at positive values). In median values, system UnE displays 600 h more than the reference system in the lower class C1, i.e., when production is performed at less than a quarter of the maximum capacity, the UnE system produces more than the reference system. For the OvE system, its performance is notably worse than the reference system for classes C2 and C3 (it has more hours of production at the C2 and C3 lower rates than the reference system) and for class C4 (in median values, it has about 500 h less production at the higher rates than the reference system). The impact of these biased forecasting systems on the performance of the management model is clearly demonstrated. These two biased forecasts tend to produce more than the reference system when the production rate is low. The reference system counts very few hours of production rate in classes C1–C3 of low production rate. Moreover, the biased systems tend to produce less when the production rate is closer to the maximum production capacity. The difference between the total production of the UnE system and that of the reference system (Fig. 9) is therefore explained by two factors: the high frequency of production of the UnE system in class C1 of low production rate and its low frequency of production in class C4 (which is the one of highest production rate).
Compared to the management revenue of the reference system, the losses of the OvE system are the strongest (Fig. 8). This is due to the lower frequency of production at the relatively higher prices of class C4 but also to the fact that when the biased system shows more hours of production than the reference system, these are at classes of low production rate (notably C2 and C4; see Fig. 11), for which the median prices of electricity are lower than the reference system (Fig. 12). It is therefore possible that the lower economic gains associated with the OvE system are related to the lower average prices of electricity per hour of production. In Fig. 12, we can see that the electricity prices, in median values, used for the assessment of the management revenues of each system, are lower for the UnE and OvE systems than for the reference system, particularly for the production rate classes C1–C3 (boxplots at positive values in Fig. 12). Price differences can reach EUR 21.7 per MWh for the OvE system and class C3, and EUR 14.2 per MWh for the UnE system and class C3. Price differences are almost zero for class C4, when the production rate is at or closer to the maximum capacity. However, at this class, both biased systems, UnE and OvE, have less hours of production. These differences in prices and production hours at high capacity between the biased systems and the reference system may explain their lower economic performance in terms of total management revenue (Fig. 8).
3.5 Influence of forecast bias on the evolution of stock and on spillage
The reservoir management model evaluates the management revenues based on the electricity produced. The total revenue obtained from using a given forecasting system as inflow forecasts to the reservoir does not take into account how the stock in the reservoir evolves in time, compared to the management based on the reference system, where forecasts are equal to observations. The reservoir management model does not penalize spillage losses. Spillage can be caused by rare and extreme hydrometeorological events but also by inefficient management of the stored water and reservoir releases. It should be remembered that the reservoirs are conceptual in this study and have been reduced in size from their actual sizes according to their mean annual hydrological inflows. Here, we focus on investigating how the biases in the synthetic forecasting systems impact the evolution of the stock and the spillage losses.
Figure 13 shows the differences in stock between the operation with the reference system and the operation with each of the four synthetic forecasting systems (UnB, OvE, UnE and UnD), for each spread factor (0.01 %, 1 %, 2.25 % and 4 %). To build this figure, we considered the level of the reservoir at the first hour of each day of the study period. In order to be able to pool the results of the 10 catchments, the differences are divided by the maximum storage capacity of the reservoir for each catchment. A positive (negative) value of the difference (N. stock error in Fig. 13) indicates that the stock obtained with the reference system is above (below) the stock obtained with the synthetic forecasting system. Figure 14 shows the spillage for the synthetic forecasting systems, expressed in terms of percentage of the spillage observed when using the reference system as inflow to the reservoir management model.
We can see that the differences in spillage and stock are negligible for the unbiased system (UnB), although there is a tendency to have lower stock values than the reference system as the spread factor increases. This is explained by the slight overestimation of inflows that occurs when the spread factor is applied to this system. The same tendency to produce lower stock values than the reference system is observed for the synthetic system generated with an overestimation bias (OvE). A positive bias in a forecasting system leads to an excessive emptying of the reservoir (to make space for the incoming flows). Since the expected inflows are overestimated, the production schedule is more intense in order to handle the incoming volumes (i.e., more production hours, as seen in Fig. 10). When the actual observed flows do not confirm the forecasts, but are lower, it becomes difficult to produce electricity at maximum capacity since there is a lack of water with regards to the forecasts. The production rate is then lowered and we have more production hours with lower production rates, as indicated in Fig. 11. Also, as a consequence of the systematic planning of emptying the reservoir, spillage is low and, in the configuration of our experiment, basically identical to the reference system (Fig. 14).
Differences in stock (Fig. 13) are negative for the biased systems that tend to underestimate the inflows overall (UnE) or the high inflows only (UnD). Underestimation leads to stock values more frequently higher than those that are obtained using a perfect forecasting system. The reservoir management model takes into account the systematic low inflow forecasts throughout the study period, and the production planning tends to be minimized in order to maintain a stock in the reservoir in the face of the low inflows that are forecast. This is why the total production of these synthetic systems is lower (Fig. 9). However, the actual inflows to the reservoir, considered during the simulation phase of the management model, are greater than those from the forecasts used to establish the management rule during the optimization phase. The volume of water entering the reservoir is therefore higher than expected, resulting in an increase in the stock at each day of the study period, as shown by the negative values in Fig. 13, notably for the UnE system. To address this, the number of production hours increases (Fig. 10) but, given the unexpected higher inflows and the systematic forecast of low inflows, production can no longer be scheduled at the best hours and at maximum capacity, resulting in more hours of production but at low capacity (Figs. 11 and 12 for the UnE system). In summary, unexpected inflows have to be released through the turbines (production), but stock in the reservoir has to be maintained high, due to the low inflow forecasts. Managing a reservoir while maintaining a high stock carries the risk of poorly anticipating high flows, especially when the forecasting system has a recurrent bias towards underestimation, as in the case of the UnE system. This also explains why the systems that tend to underestimate the inflows (UnE) or the high inflows (UnD) have a higher amount of spilled water than the reference system (Fig. 14). These systems, which underestimate high flows, have more difficulty managing flood events since they do not anticipate emptying the reservoir to create enough storage capacity to store the high incoming volumes. The management model simulation phase follows the optimal command resulting from the optimization phase. Since there is no reoptimization of excess water, the spilled water is not used for economic purposes.
The overall purpose of this study was to better understand the link between forecast quality and forecast economic value in the case of the management of hydroelectric reservoirs. We investigated the impact of different forecast quality attributes of shortterm (7 d ahead) hydrological forecasts on several output variables of a management reservoir model (revenue, production, production hours, stock values and spillage). Based on observed inflows, several synthetic forecasting systems were generated to mimic unbiased ensemble forecasts as well as biased forecasting systems of degraded quality in terms of reliability, sharpness and accuracy. The synthetic forecast generator was developed and validated. It was shown that it can generate synthetic reliable ensemble forecasts as well as ensemble forecasts with biases towards overestimation, underestimation and underdispersion.
The ensemble mean of the different forecasting systems was then used as input to a reservoir management model, which was specifically built for the purposes of this study, based on a linear programming optimization algorithm. The optimization with 7 d ahead forecasts and the simulation with observed flows were carried out at the daily time step over a 4year period, from 2005 to 2008, at 10 catchment outlets in France. The management revenues were evaluated for each forecasting system based on the production and the electricity prices. Management results from the forecasting systems were compared with the results obtained from a reference system where forecasts are equal to observed flows.
This study showed that biased forecasts result in management revenues that are lower than the revenues of the unbiased forecasts or the reference system. Losses in revenue are stronger for forecasting systems that systematically overestimate reservoir inflows. In our configuration, positive bias (overestimation) leads to up to 3 % of median economic losses evaluated over the 10 studied catchments and the 4year period. Forecasting systems suffering from underdispersion and underestimation reach economic losses of about 1 % and 1.5 %, respectively. Nevertheless, due to the inefficiency of the management operations, these forecast systems result in large spillage, which can reach up to about 80 % more than the spillage of the reference system in some catchments. This volume of water spilled (and not used for electricity production) was not taken into account in the assessment of the management revenue in this study, but it represents an extra economic loss for these systems. Although the percentages of economic losses obtained in this study are relatively small, they correspond to millions of euros per year of potential extra gains, according to the average electricity prices of the 2005–2008 period.
In this study, we used a deterministic optimization model based on linear programming. It allowed us to set up the framework for the analysis of different sets of synthetic forecasts of different biases over a long time period and several locations with different climatic conditions. However, deterministic optimization methods also have drawbacks. They do not allow one to account for inflow uncertainty, which limits the use of ensemble forecasts at its highest potential value, and the solution provided may not be optimal, especially under highflow scenarios (Philbrick and Kitanidis, 1999). In our study, this can have a particular impact on the more extreme conditions of the synthetic forecast system that overestimates the observed flows. With a constant efficiency of the power plant and no influence of the reservoir head, as considered in the configuration of our study, overestimations may misguide the model when it seeks to maximize revenues. Further studies using the predictive distribution of the ensemble forecasts and stochastic optimization models are avenues that could be explored.
Overall, we can conclude that, given the configurations of the experiment of this study and the tools used to generate forecasts of controlled quality and optimize the management of synthetic conceptual hydroelectric reservoirs located at actual catchment outlets in France, the quality of hydrological forecasts is clearly linked to their economic value in the hydropower sector. The worst (best) scores in forecast quality are associated with forecasting systems that display the lowest (higher) economic value. The analysis of the results showed that the quality of forecasts has an impact on management revenues due to several factors:

Biased forecasting systems may result in more frequent hydroelectric production (i.e., more production hours) but the production is less often operated at higher capacities. Moreover, it occurs more often at lower electricity prices. Since management revenue is dependent on production capacity, this leads to lower management revenues. Optimal reservoir management is clearly inefficient in operating production within less hours but at higher capacity and when prices are higher.

Forecasting systems that present a positive bias result in a tendency of operations to keep the storage at lower levels so that the reservoir can be able to handle the high volumes expected. This impacts the optimal placement of production at the best hours (i.e., when prices are higher) and the opportunity to produce electricity at higher production rates. On the other hand, systems that suffer from underestimation biases tend to keep a high level of storage, which also influences the placement of production hours and the production rate, while also impacting the amount of spilled water (i.e., water lost and not used for electricity production). The amount and frequency of spillage may increase due to unexpected high flows incoming when the reservoir level is already too high and it is not possible to release enough water to create room to store the incoming high volumes.

When using biased forecasting systems in hydropower reservoir management, production is not only planned during more hours at lower production rates but also at hours with lower median prices of electricity. This also impacts management revenues, since they also depend on the electricity price at the time of production.
This study showed the importance of the quality of hydrological forecasts in the management of a hydroelectric reservoir. Measuring and removing forecast biases in hydrological forecasts, and more precisely overestimation biases, is therefore an important step towards improving reservoir operations and potentially increasing hydropower revenues. This study was carried out within a conceptual framework in order to address the challenges of quantitatively measuring the economic value of hydrometeorological forecasts in the hydropower sector and investigating the links between quality attributes and economic gains in a controlled modeling environment. The modeling approaches adopted are certainly far from representing all the complexity of hydropower management under uncertainties, which may include, for instance, taking into account the actual sizes of existing reservoirs, considering successions of over and underestimation biases in the forecasts, and taking into account the hydraulic head and more complex hydraulic management constraints. However, the level of schematization adopted in the experiments carried out during this study proved to be adapted to obtaining the first orders of magnitude of the value of the forecast in elementary situations.
This research work could have some significant consequences. First, the orders of magnitude of the value of unbiased forecasts, as estimated at a first approximation, are sufficient to plead for devoted resources to continuously improve operational hydrometeorological forecasting activities targeting the hydropower sector. Secondly, this first level of modeling, through the proofofconcept that it provides, is a step forward towards refined studies which, following a more detailed, longterm approach, may address the future challenges of the multiuse management of water resources. Multiple uses of water can also benefit from betterinformed hydropower operations. Finally, beyond the question of the value of the hydrometeorological forecasts for the hydropower sector, the modeling approach of this study provides valuable support to also test and demonstrate the decision process it simulates and how it may be impacted by forecasts of different quality.
Streamflow data were provided by the French database Banque HYDRO and are available at http://www.hydro.eaufrance.fr (last access: 14 February 2021) (MEDDE, 2021). Electricity prices data were produced by the EPEXSPOT market and were provided by Electricité de France. The synthetically generated hydrological forecasts and model outputs from the reservoir management model can be made available upon request.
All authors contributed to designing the experiment. The heuristics of the reservoir management model was originally designed by IZ, MHR, RG and JG, and coded by IZ and MHR, with later additions from MC. The linear programming version used in this study was coded by TO, in collaboration with MC. MC coded the generation of synthetic ensembles and carried out all the experiments. MHR and GT supervised the study. RG and JG contributed to the hydropower applications. MC prepared the paper with contributions from all coauthors.
The authors declare that they have no conflict of interest.
The authors Manon Cassagnole, MariaHelena Ramos and Guillaume Thirel received funding from the European Union's Horizon 2020 research and innovation program under grant agreement no. 641811 (IMPREX project).
This paper was edited by Daniel Viviroli and reviewed by two anonymous referees.
Ahmad, A., ElShafie, A., Razali, S. F. M., and Mohamad, Z. S.: Reservoir Optimization in Water Resources: a Review, Water Resour. Manage., 28, 3391–3405, https://doi.org/10.1007/s1126901407005, 2014. a
Ahmed, J. A. and Sarma, A. K.: Genetic Algorithm for Optimal Operating Policy of a Multipurpose Reservoir, Water Resour. Manage., 19, 145–161, https://doi.org/10.1007/s1126900527047, 2005. a
Alemu, E. T., Palmer, R. N., Polebitski, A., and Meaker, B.: Decision Support System for Optimizing Reservoir Operations Using Ensemble Streamflow Predictions, J. Water Resour. Plan. Manage., 137, 72–82, https://doi.org/10.1061/(ASCE)WR.19435452.0000088, 2011. a
Anghileri, D., Voisin, N., Castelletti, A., Pianosi, F., Nijssen, B., and Lettenmaier, D.: Value of longterm streamflow forecasts to reservoir operations for water supply in snowdominated river catchments, Water Resour. Res., 52, 4209–4225, https://doi.org/10.1002/2015WR017864, 2016. a
Arsenault, R. and Côté, P.: Analysis of the effects of biases in ensemble streamflow prediction (ESP) forecasts on electricity production in hydropower reservoir management, Hydrol. Earth Syst. Sci., 23, 2735–2750, https://doi.org/10.5194/hess2327352019, 2019. a, b, c, d
Barros, M. T. L., Tsai, F. T.C., Yang, S. L., Lopes, J. E. G., and Yeh, W. W.G.: Optimization of LargeScale Hydropower System Operations, J. Water Resour. Plan. Manage., 129, 178–188, https://doi.org/10.1061/(ASCE)07339496(2003)129:3(178), 2003. a
Bellman, R.: Dynamic Programming, Defense Technical Information Center, New Jersey, 1957. a
Boucher, M. A., Anctil, F., Perreault, L., and Tremblay, D.: A comparison between ensemble and deterministic hydrological forecasts in an operational context, Adv. Geosci., 29, 85–94, https://doi.org/10.5194/adgeo29852011, 2011. a
Boucher, M. A., Tremblay, D., Delorme, L., Perreault, L., and Anctil, F.: Hydroeconomic assessment of hydrological forecasting systems, J. Hydrol., 416–417, 133–144, https://doi.org/10.1016/j.jhydrol.2011.11.042, 2012. a, b
Bremnes, J. B.: Improved calibration of precipitation forecasts using ensemble techniques 1. Part 3: Statistical calibration of multiple ensembles, Tech. rep., Norwegian Meteorological Institute, Oslo, Norway, 2008. a
Celeste, A. B. and Billib, M.: Evaluation of stochastic reservoir operation optimization models, Adv. Water Resour., 32, 1429–1443, https://doi.org/10.1016/j.advwatres.2009.06.008, 2009. a, b
Côté, P. and Leconte, R.: Comparison of stochastic optimization algorithms for hydropower reservoir operation with ensemble streamflow prediction, J. Water Resour. Plan. Manage., 142, 04015046, https://doi.org/10.1061/(ASCE)WR.19435452.0000575, 2016. a, b
Crochemore, L., Ramos, M. H., and Pappenberger, F.: Bias correcting precipitation forecasts to improve the skill of seasonal streamflow forecasts, Hydrol. Earth Syst. Sci., 20, 3601–3618, https://doi.org/10.5194/hess2036012016, 2016. a
Desreumaux, Q., Leconte, R., and Côté, P.: Role of hydrologic information in stochastic dynamic programming: a case study of the Kemano hydropower system in British Columbia, Can. J. Civ. Eng., 41, 839–844, https://doi.org/10.1139/cjce20130370, 2014. a
Dobson, B., Wagener, T., and Pianosi, F.: An argumentdriven classification and comparison of reservoir operation optimization methods, Adv. Water Resour., 128, 74–86, https://doi.org/10.1016/j.advwatres.2019.04.012, 2019. a, b
Faber, B. A. and Stedinger, J. R.: Reservoir optimization using sampling SDP with ensemble streamflow prediction (ESP) forecasts, J. Hydrol., 249, 113–133, https://doi.org/10.1016/S00221694(01)00419X, 2001. a, b
Fan, F. M., Schwanenberg, D., Collischonn, W., and Weerts, A.: Verification of inflow into hydropower reservoirs using ensemble forecasts of the TIGGE database for large scale basins in Brazil, J. Hydrol.: Reg. Stud., 4, 196–227, https://doi.org/10.1016/j.ejrh.2015.05.012, 2015. a
Fan, Y. R., Huang, G. H., Li, Y. P., Wang, X. Q., and Li, Z.: Probabilistic Prediction for Monthly Streamflow through Coupling Stepwise Cluster Analysis and Quantile Regression Methods, Water Resour. Manage., 30, 5313–5331, https://doi.org/10.1007/s1126901614891, 2016. a
Fortin, V., Favre, A.C., and Saïd, M.: Probabilistic forecasting from ensemble prediction systems: Improving upon the bestmember method by using a different weight and dressing kernel for each member, Q. J. Roy. Meteorol. Soc., 132, 1349–1369, https://doi.org/10.1256/qj.05.167, 2006. a
Garçon, R.: Prévision opérationnelle des apports de la Durance à SerrePonçon à l'aide du modèle MORDOR. Bilan de l'année 1994–1995, La Houille Blanche, 5, 71–76, 1996. a
Gneiting, T., Raftery, A. E., Westveld III, A. H., and Goldman, T.: Calibrated Probabilistic Forecasting Using Ensemble Model Output Statistics and Minimum CRPS Estimation, Mon. Weather Rev., 133, 1098–1118, https://doi.org/10.1175/mwr2904.1, 2005. a
Gneiting, T., Balabdaoui, F., and Raftery, A.: Probabilistic forecasts, calibration and sharpness, J. Roy. Stat. Soc. B, 69, 243–268, https://doi.org/10.1111/j.14679868.2007.00587.x, 2007. a, b, c
Haguma, D. and Leconte, R.: LongTerm Planning of Water Systems in the Context of Climate NonStationarity with Deterministic and Stochastic Optimization, Water Resour. Manage., 32, 1725–1739, https://doi.org/10.1007/s1126901719006, 2018. a, b
Hamlet, A., Huppert, D., and Lettenmaier, D.: Economic value of longlead streaflow forecasts for Columbia River hydropower, J. Water Resour. Plan. Manage., 128, 91–101, https://doi.org/10.1061/(ASCE)07339496(2002)128:2(91), 2002. a
Hersbach, H.: Decomposition of the Continuous Ranked Probability Score for Ensemble Prediction Systems, Weather Forecast., 15, 559–570, https://doi.org/10.1175/15200434(2000)015<0559:dotcrp>2.0.co;2, 2000. a
IHA: Hydropower status report, Tech. rep., International Hydropower Association, London, UK, 2018. a, b
Kelman, J., Stedinger, J. R., Cooper, L. A., Hsu, E., and Yuan, S.Q.: Sampling stochastic dynamic programming applied to reservoir operation, Water Resour. Res., 26, 447–454, https://doi.org/10.1029/WR026i003p00447, 1990. a
Kim, Y.O., Eum, H.I., Lee, E.G., and Ko, I. H.: Optimizing Operational Policies of a Korean Multireservoir System Using Sampling Stochastic Dynamic Programming with Ensemble Streamflow Prediction, J. Water Resour. Plan. Manage., 133, 323–329, https://doi.org/10.1061/(ASCE)07339496(2007)133:1(4), 2007. a
Labadie, J. W.: Optimal Operation of Multireservoir Systems: StateoftheArt Review, J. Water Resour. Plan. Manage., 130, 93–111, https://doi.org/10.1061/(ASCE)07339496(2004)130:2(93), 2004. a
Laio, F. and Tamea, S.: Verification tools for probabilistic forecasts of continuous hydrological variables, Hydrol. Earth Syst. Sci., 11, 1267–1277, https://doi.org/10.5194/hess1112672007, 2007. a
Lamontagne, J. and Stedinger, J.: Generating Synthetic Streamflow Forecasts with Specified Precision, J. Water Resour. Plan. Manage., 144, 04018007, https://doi.org/10.1061/(ASCE)WR.19435452.0000915, 2018. a, b
Leleu, I., Tonnelier, I., Puechberty, R., Gouin, P., Viquendi, I., Cobos, L., Foray, A., Baillon, M., and Ndima, P.O.: La refonte du système d'information national pour la gestion et la mise à disposition des données hydrométriques, La Houille Blanche, 1, 25–32, https://doi.org/10.1051/lhb/2014004, 2014. a
Ma, F., Ye, A., Deng, X., Zhou, Z., Liu, X., Duan, Q., Xu, J., Miao, C., Di, Z., and Gong, W.: Evaluating the skill of NMME seasonal precipitation ensemble predictions for 17 hydroclimatic regions in continental China, Int. J. Climatol., 36, 132–144, https://doi.org/10.1002/joc.4333, 2016. a
MacianSorribes, H. and PulidoVelazquez, M.: Integrating Historical Operating Decisions and Expert Criteria into a DSS for the Management of a Multireservoir System, J. Water Resour. Plan. Manage., 143, 04016069, https://doi.org/10.1061/(ASCE)WR.19435452.0000712, 2017. a
MacianSorribes, H., Tilmant, A., and PulidoVelazquez, M.: Improving operating policies of largescale surfacegroundwater systems through stochastic programming, Water Resour. Res., 53, 1407–1423, https://doi.org/10.1002/2016wr019573, 2017. a
Maurer, E. P. and Lettenmaier, D. P.: Potential Effects of LongLead Hydrologic Predictability on Missouri River MainStem Reservoirs, J. Climate, 17, 174–186, https://doi.org/10.1175/15200442(2004)017<0174:peolhp>2.0.co;2, 2004. a
Mayne, D. Q., Rawlings, J. B., Rao, C. V., and Scokaert, P. O. M.: Constrained model predictive control: Stability and optimality, Automatica, 36, 789–814, https://doi.org/10.1016/S00051098(99)002149, 2000. a
MEDDE – Ministère de l'Ecologie, du Développement Durable et de l'Energie: Banque HYDRO, available at: http://hydro.eaufrance.fr/, last access: 14 February 2021. a
Ming, B., Liu, P., Bai, T., Tang, R., and Feng, M.: Improving Optimization Efficiency for Reservoir Operation Using a Search Space Reduction Method, Water Resour. Manage., 31, 1173–1190, https://doi.org/10.1007/s112690171569x, 2017. a
Murphy, A.: What is a good forecast? An essay of the nature of goodness in weather forecasting, Weather Forecast., 8, 281–293, https://doi.org/10.1175/15200434(1993)008<0281:WIAGFA>2.0.CO;2, 1993. a
Pagano, T. C., Wood, A. W., Ramos, M.H., Cloke, H. L., Pappenberger, F., Clark, M. P., Cranston, M., Kavetski, D., Mathevet, T., Sorooshian, S., and Verkade, J. S.: Challenges of Operational River Forecasting, J. Hydrometeorol., 15, 1692–1707, https://doi.org/10.1175/jhmd130188.1, 2014. a
Pereira, M. V. F. and Pinto, L. M. V. G.: Multistage stochastic optimization applied to energy planning, Math. Program., 52, 359–375, https://doi.org/10.1007/bf01582895, 1991. a
Philbrick, C. R. and Kitanidis, P. K.: Limitations of Deterministic Optimization Applied to Reservoir Operations, J. Water Resour. Plan. Manage., 125, 135–142, https://doi.org/10.1061/(ASCE)07339496(1999)125:3(135), 1999. a
Rani, D. and Moreira, M. M.: Simulation–Optimization Modeling: A Survey and Potential Application in Reservoir Systems Operation, Water Resour. Manage., 24, 1107–1138, https://doi.org/10.1007/s1126900994880, 2010. a
Roulin, E.: Skill and relative economic value of mediumrange hydrological ensemble predictions, Hydrol. Earth Syst. Sci., 11, 725–737, https://doi.org/10.5194/hess117252007, 2007. a
Schefzik, R., Thorarinsdottir, T. L., and Gneiting, T.: Uncertainty Quantification in Complex Simulation Models Using Ensemble Copula Coupling, Stat. Sci., 28, 616–640, https://doi.org/10.1214/13STS443, 2013. a
Stakhiva, E. and Stewart, B.: Needs for climate information in support of decisionmaking in the water sector, Proced. Environ. Sci., 1, 102–119, https://doi.org/10.1016/j.proenv.2010.09.008, 2010. a
Tang, G., Zhou, H., Li, N., Wang, F., Wang, Y., and Jian, D.: Value of Mediumrange Precipitation Forecasts in Inflow Prediction and Hydropower Optimization, Water Resour. Manage., 24, 2721–2742, https://doi.org/10.1007/s1126901095761, 2010. a
TejadaGuibert, J., Johnson, S., and Stedinger, J.: The Value of Hydrologic Information in Stochastic Dynamic Programming Models of a MultiReservoir System, Water Resour. Res., 31, 2571–2580, https://doi.org/10.1029/95WR02172, 1995. a
Thiboult, A. and Anctil, F.: On the difficulty to optimally implement the Ensemble Kalman filter: An experiment based on many hydrological models and catchments, J. Hydrol., 529, 1147–1160, https://doi.org/10.1016/j.jhydrol.2015.09.036, 2015. a
Tilmant, A. and Kelman, R.: A stochastic approach to analyze tradeoffs and risks associated with largescale water resources systems, Water Resour. Res., 43, W06425, https://doi.org/10.1029/2006wr005094, 2007. a
Tilmant, A., Pinte, D., and Goor, Q.: Assessing marginal water values in multipurpose multireservoir systems via stochastic programming, Water Resour. Res., 44, W12431, https://doi.org/10.1029/2008wr007024, 2008. a
Tilmant, A., Kinzelbach, W., Juizo, D., Beevers, L., Senn, D., and Casarotto, C.: Economic valuation of benefits and costs associated with the coordinated development and management of the Zambezi river basin, Water Policy, 14, 490–508, https://doi.org/10.2166/wp.2011.189, 2011. a
Tilmant, A., Arjoon, D., and Marques, G. F.: Economic Value of Storage in Multireservoir Systems, J. Water Resour. Plan. Manage., 140, 375–383, https://doi.org/10.1061/(ASCE)WR.19435452.0000335, 2014. a
Trinh, B. N., Thielendel Pozo, J., and Thirel, G.: The reduction continuous rank probability score for evaluating discharge forecasts from hydrological ensemble prediction systems, Atmos. Sci. Lett., 14, 61–65, https://doi.org/10.1002/asl2.417, 2013. a, b
Turner, S. W. D., Bennett, J. C., Robertson, D. E., and Galelli, S.: Complex relationship between seasonal streamflow forecast skill and value in reservoir operations, Hydrol. Earth Syst. Sci., 21, 4841–4859, https://doi.org/10.5194/hess2148412017, 2017. a
Velázquez, J. A., Anctil, F., Ramos, M. H., and Perrin, C.: Can a multimodel approach improve hydrological ensemble forecasting? A study on 29 French catchments using 16 hydrological model structures, Adv. Geosci., 29, 33–42, https://doi.org/10.5194/adgeo29332011, 2011. a
Verkade, J. S., Brown, J. D., Reggiani, P., and Weerts, A. H.: Postprocessing ECMWF precipitation and temperature ensemble reforecasts for operational hydrologic forecasting at various spatial scales, J. Hydrol., 501, 73–91, https://doi.org/10.1016/j.jhydrol.2013.07.039, 2013. a
Waseem, M., Ajmal, M., and Kim, T.W.: Ensemble hydrological prediction of streamflow percentile at ungauged basins in Pakistan, J. Hydrol., 525, 130–137, https://doi.org/10.1016/j.jhydrol.2015.03.042, 2015. a
Wu, X., Cheng, C., Lund, J. R., Niu, W., and Miao, S.: Stochastic dynamic programming for hydropower reservoir operations with multiple local optima, J. Hydrol., 564, 712–722, https://doi.org/10.1016/j.jhydrol.2018.07.026, 2018. a
Yoo, J.H.: Maximization of hydropower generation through the application of a linear programming model, J. Hydrol., 376, 182–187, https://doi.org/10.1016/j.jhydrol.2009.07.026, 2009. a
Yuan, L., Zhou, J., Li, C., Xie, M., and Mo, L.: Benefit and Risk Balance Optimization for Stochastic Hydropower Scheduling, Water Resour. Manage., 30, 3347–3361, https://doi.org/10.1007/s1126901613542, 2016. a, b
Zalachori, I., Ramos, M., Garçon, R., Mathevet, T., and Gailhard, J.: Statistical processing of forecasts for hydrological ensemble prediction: a comparative study of different bias correction strategies, Adv. Sci. Res., 8, 135–141, https://doi.org/10.5194/asr81352012, 2012. a, b