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Correction to Water 2020, 12(1), 49.
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Correction

Correction: Hervás-Gámez, Carmen and Delgado-Ramos, Fernando. Are the Modern Drought Management Plans Modern Enough? The Guadalquivir River Basin Case in Spain. Water 2020, 12, 49

by
Carmen Hervás-Gámez
1,* and
Fernando Delgado-Ramos
2
1
Department of Structural Mechanics and Hydraulic Engineering, ETSI Caminos, Canales y Puertos, University of Granada, 18001 Granada, Spain
2
Department of Structural Mechanics and Hydraulic Engineering, Institute of Water Research, University of Granada, 18001 Granada, Spain
*
Author to whom correspondence should be addressed.
Water 2020, 12(10), 2699; https://doi.org/10.3390/w12102699
Submission received: 1 September 2020 / Accepted: 1 September 2020 / Published: 27 September 2020
(This article belongs to the Section Water Resources Management, Policy and Governance)
The authors wish to make the following corrections to this paper [1].
We have found an inadvertent error in the initial reservoir storage volume taken in the modeling work. This has had a knock-on effect on the simulation results presented in Table 6 and Figure 6 and Figure 7, along with the description of the results provided in the main text of our article [1]. We have therefore updated these, as described below.
The authors would like to apologize for any inconvenience caused by these changes.
The authors wish to replace the old Table 6 shown in this paper [1]:
Table 6. Volume (hm3) of water used and efficiency in satisfying the water demands.
Table 6. Volume (hm3) of water used and efficiency in satisfying the water demands.
Hydrological.S-I: Using the 2018 GRB DMPS-II: Using AQUAFOR (Mean Streamflow Forecast)
YearUWSDIWDUWSDIWD
SWGWTotalDeficitSWDeficitSWGWTotalDeficitSWDeficit
2004/0535.462.0637.52025.90037.52037.52025.900
2005/0625.1412.3837.5209.1616.7422.1415.3837.52025.900
2006/0724.1413.3837.52019.216.7025.2712.2637.52023.672.23
2007/0825.1412.3837.52010.2815.6317.1420.3937.52014.7411.16
2008/0925.1412.3837.52025.90037.52037.52025.900
Total135.0252.60187.62090.4539.06139.5948.03187.620116.1313.39
Mean27.0010.5237.52018.097.81
30% *
27.929.6137.52023.232.68
10% *
Comparison B/A (%) 3%−9%0% 28%−66%
* Mean annual water deficit for the IWD in relation to the total annual IWD of 25.904 hm3 as established in the Guadalquivir RBMP 2015–2021. IWD: irrigation water demand; UWSD: urban water supply-demand.
with the following corrected Table 6:
Table 6. Volume (hm3) of water used and efficiency in satisfying the water demands.
Table 6. Volume (hm3) of water used and efficiency in satisfying the water demands.
HydrologicalS-I: Using the 2018 GRB DMPS-II: Using AQUAFOR (Mean Streamflow Forecast)
YearUWSDIWDUWSDIWD
SWGWTotalDeficitSWDeficitSWGWTotalDeficitSWDeficit
2004/0535.462.0637.52025.900.0037.520.0037.52025.900.00
2005/0625.1412.3837.5209.1616.7422.1415.3837.52021.444.46
2006/0723.1414.3837.52014.8811.0219.1418.3937.52014.7411.16
2007/0819.1418.3937.52011.3914.5118.1419.3937.52014.7411.16
2008/0926.1411.3837.52025.900.0037.520.0037.52025.900.00
Total129.0258.60187.62087.2542.27134.4653.16187.620102.7326.79
Mean25.8011.7237.52017.458.45
(33% *)
26.8910.6337.52020.555.36
(21%) *
Comparison B/A (%) 4%−9%0% 18%−37%
* Mean annual water deficit for the IWD in relation to the total annual IWD of 25.904 hm3 as established in the Guadalquivir RBMP 2015–2021. IWD: irrigation water demand; UWSD: urban water supply-demand.
On page 27, the second paragraph shown in this paper [1]: “Indeed, the water deficits of the system are considerably reduced (up to 66% for the IWD), and the use of strategic GW resources is minimized (up to 9%). There is no water deficit for the UWSD in the whole drought period for S-I and S-II. The IWD benefits from a mean annual water deficit of 10% for S-II in comparison with 30% for S-I” should be replaced with the following corrected paragraph: “Indeed, the water deficits of the system are considerably reduced (up to 37% for the IWD), and the use of strategic GW resources is minimized (up to 9%). There is no water deficit for the UWSD in the whole drought period for S-I and S-II. The IWD benefits from a mean annual water deficit of 21% for S-II in comparison with 33% for S-I”.
The authors wish to replace the old Figure 6 shown in this paper [1]:
Figure 6. 2018 GRB DMP: Measures taken in April (a,c,e,g,i) and evaluation of the real situation made in October (b,d,f,h,j).
Figure 6. 2018 GRB DMP: Measures taken in April (a,c,e,g,i) and evaluation of the real situation made in October (b,d,f,h,j).
Water 12 02699 g001aWater 12 02699 g001bWater 12 02699 g001c
with the following corrected Figure 6:
Figure 6. 2018 GRB DMP: Measures taken in April (a,c,e,g,i) and evaluation of the real situation made in October (b,d,f,h,j).
Figure 6. 2018 GRB DMP: Measures taken in April (a,c,e,g,i) and evaluation of the real situation made in October (b,d,f,h,j).
Water 12 02699 g002aWater 12 02699 g002bWater 12 02699 g002c
The authors wish to replace the old Figure 7 shown in this paper [1]:
Figure 7. Using streamflow forecast models (in this case, AQUAFOR): Measures taken in April (a,c,e,g,i) and evaluation of the real situation made in October (b,d,f,h,j).
Figure 7. Using streamflow forecast models (in this case, AQUAFOR): Measures taken in April (a,c,e,g,i) and evaluation of the real situation made in October (b,d,f,h,j).
Water 12 02699 g003aWater 12 02699 g003bWater 12 02699 g003c
with the following corrected Figure 7:
Figure 7. Using streamflow forecast models (in this case, AQUAFOR): Measures taken in April (a,c,e,g,i) and evaluation of the real situation made in October (b,d,f,h,j).
Figure 7. Using streamflow forecast models (in this case, AQUAFOR): Measures taken in April (a,c,e,g,i) and evaluation of the real situation made in October (b,d,f,h,j).
Water 12 02699 g004aWater 12 02699 g004bWater 12 02699 g004c
On page 29, the fifth paragraph shown in this paper [1]: “Indeed, the water deficits of the system are considerably reduced (up to 66%), and the use of strategic GW resources is minimized (up to 9%)” should be replaced with the following corrected paragraph: “Indeed, the water deficits of the system are considerably reduced (up to 37%), and the use of strategic GW resources is minimized (up to 9%)”.

Reference

  1. Hervás-Gámez, C.; Delgado-Ramos, F. Are the Modern Drought Management Plans Modern Enough? The Guadalquivir River Basin Case in Spain. Water 2020, 12, 49. [Google Scholar] [CrossRef] [Green Version]

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MDPI and ACS Style

Hervás-Gámez, C.; Delgado-Ramos, F. Correction: Hervás-Gámez, Carmen and Delgado-Ramos, Fernando. Are the Modern Drought Management Plans Modern Enough? The Guadalquivir River Basin Case in Spain. Water 2020, 12, 49. Water 2020, 12, 2699. https://doi.org/10.3390/w12102699

AMA Style

Hervás-Gámez C, Delgado-Ramos F. Correction: Hervás-Gámez, Carmen and Delgado-Ramos, Fernando. Are the Modern Drought Management Plans Modern Enough? The Guadalquivir River Basin Case in Spain. Water 2020, 12, 49. Water. 2020; 12(10):2699. https://doi.org/10.3390/w12102699

Chicago/Turabian Style

Hervás-Gámez, Carmen, and Fernando Delgado-Ramos. 2020. "Correction: Hervás-Gámez, Carmen and Delgado-Ramos, Fernando. Are the Modern Drought Management Plans Modern Enough? The Guadalquivir River Basin Case in Spain. Water 2020, 12, 49" Water 12, no. 10: 2699. https://doi.org/10.3390/w12102699

APA Style

Hervás-Gámez, C., & Delgado-Ramos, F. (2020). Correction: Hervás-Gámez, Carmen and Delgado-Ramos, Fernando. Are the Modern Drought Management Plans Modern Enough? The Guadalquivir River Basin Case in Spain. Water 2020, 12, 49. Water, 12(10), 2699. https://doi.org/10.3390/w12102699

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