Skip to main content
Log in

Dams and their safety under the extreme climate conditions: study of dams on Godavari River

  • Original Article
  • Published:
Sustainable Water Resources Management Aims and scope Submit manuscript

Abstract

The climate change effects on the variation and distribution of precipitation at 15 vital dam sites (large dams) located over the Godavari River Basin (GRB) are investigated in this study. The Time-Varying Downscaling Model (TVDM) technique is employed for this purpose. The data for daily rainfall at 0.25 × 0.25 degrees grid size are obtained from IMD, Pune. The CanESM2 outputs were considered as predictor variables. The calibration and validation of TVDM was carried out using the historical rainfall data (1951–2010). Next, the future variation (2011–2100) of rainfall over the GRB is analyzed using three Representative Concentration Pathway (RCP) climate change scenarios viz. RCP2.6, 4.5 and 8.5. Further, the extreme rainfall events which are generating the floods in the selected locations are analyzed using the extreme percentile values (90th and 95th). The variations of these extreme values in the future (2011–2100) are judge against the baseline (1971–2000) data for analyzing the possible impacts of climate change. The results reveal that the magnitude and the count of extreme events are expected to intensify in the future period. In comparison with the baseline data, all the study locations are expected to experience an increase of 3.61–38.93% in the 95th percentile values according to the RCP8.5 scenario. Furthermore, rainfall frequency analysis is also conducted to evaluate the potential hazards associated with flooding. The results show that the extreme events are more frequent with high magnitude during the future period compared to the baseline data. It implies a vulnerable situation to most of the dams in the GRB during the future period and effect will be worst as per RCP8.5 scenario. The outcomes of this research are expected to aid stakeholders to develop good strategies for safeguarding through the better maintenance, management of the dams and reservoirs in the wake of Climate Change.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4

Similar content being viewed by others

Data availability

All the data sets used in this study are freely available. However, if readers/users face any difficulty to access the data sets, the authors are happy to provide the same upon gentle request for the same. This study uses the observed rainfall data from IMD, Pune, it can be accessible at https://www.imdpune.gov.in/cmpg/Griddata/Rainfall_25_Bin.html. The large-scale GCM data sets are downloaded from the CMIP-5 web portal which are available upon successful registration to the CMIP web portal at https://esgf-node.llnl.gov/projects/cmip5/.

References

Download references

Acknowledgements

The Department of Science and Technology (DST), Ministry of Science and Technology, Government of India, provided financial support (SRG/2020/000823) for conducting this research, for which the authors express their gratitude. The authors also extend their thanks to the India Meteorological Department (IMD) for providing the required data for this study.

Funding

DST SERB, SRG/000823/2020, Subbarao Pichuka.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Subbarao Pichuka.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Appendices

Annexure – I


Table A1 (see Table 6)

Table 6 Comparative analysis of seasonal (pre-monsoon) variability of rainfall during the future period (2011–2100) with respect to the baseline (1971–2000) data

Table A2 (see Table 7)

Table 7 Comparative analysis of seasonal (post-monsoon) variability of rainfall during the future period (2011–2100) with respect to the baseline (1971–2000) data

Outline of the time-varying downscaling model (TVDM)

TVDM is developed by considering the time-varying association between large-scale (causal) variables and the target variable. The methodology is developed based on the parameter updating ability of the Bayesian approach (West and Harrison 1997). Many recent studies related to climate change have adopted the Bayesian approach. For instance, the prediction of hydroclimatic variables, the quantification of water quality, uncertain runoff calculations are some of them (Maity and Nagesh Kumar 2006; Nagesh Kumar and Maity 2008; Sarhadi et al. 2016; Tyralis and Koutsoyiannis 2014; Vrugt et al. 2009; Yang et al. 2007).

The monthly meteorological mean of the target time series is hypothesized to have a deterministic component and a stochastic component. The information about causal variables has been used to estimate the stochastic component, which is added to the deterministic part. Then the causal and target variables are standardized. For standardizing a variable, the long-term mean (µ) is subtracted from the variable value at any time step and then it is divided by the long-term standard deviation (σ). Hereafter the causal and target variables are referred as standardized variables. The methodology of TVDM can be found from Pichuka and Maity (2018). For brevity, the key equations of TVDM are presented in this paper as follows

The downscaled target variable at time step t is expressed in the form of

$$\left( {{{Y_{t} } \mathord{\left/ {\vphantom {{Y_{t} } {D_{t - 1} }}} \right. \kern-0pt} {D_{t - 1} }}} \right)\sim T_{n} \left[ {F_{t} ,Q_{t} } \right]$$
(2)

where \(Y_{t}\) is the target variable to be downscaled at time step t,

\(D_{t - 1}\) is the initial information provided by the modeler to initialize the TVDM,

n is degree of freedom.

n for tth time step is given as

$$n = t - 1$$
(3)

The expressions for \(F_{t}\) and \(Q_{t}\) are expressed as –

$$F_{t} = \overline{{Y_{t} }} + x_{t}^{1} \times m_{t - 1}^{1} + x_{t}^{2} \times m_{t - 1}^{2} + x_{t}^{3} \times m_{t - 1}^{3} + .... + x_{t}^{z} \times m_{t - 1}^{z}$$
(4)
$$Q_{t} = \left( {x_{t}^{1} } \right)^{2} \times R_{t}^{1} + \left( {x_{t}^{2} } \right)^{2} \times R_{t}^{2} + \left( {x_{t}^{3} } \right)^{2} \times R_{t}^{3} + .... + \left( {x_{t}^{z} } \right)^{2} \times R_{t}^{z} + S_{t - 1}$$
(5)

where \(\overline{{Y_{t} }}\) is the climatological mean value of the target variable at tth time step,

\(x_{t}^{1} ,\,x_{t}^{2} ,\,x_{t}^{3} ,....x_{t}^{z}\) are the standardized causal variables at the tth time step,

\(m_{t - 1}^{1} ,\;m_{t - 1}^{2} ,....m_{t - 1}^{z}\) are the model parameters supplied by the modeler at initial time step.

\(R_{t}\) is expressed as

$$R_{t} = {{C_{t - 1} } \mathord{\left/ {\vphantom {{C_{t - 1} } \delta }} \right. \kern-0pt} \delta }$$
(6)

where \(\delta\) is termed as discount factor and ranges between 0 and 1. The value of \(\delta\) denotes the fact that the system evolution variance increases from time to time (i.e., t to t + 1), i.e., more uncertainty present in the future information. The optimum value of \(\delta\) is obtained based on model performance. The higher the value, the lower the rate of decay of past information and vice versa (West and Harrison 1997).

The optimum value of \(\delta\) is estimated on the basis of model performance. It is also noteworthy that higher values of \(\delta\) indicate slower rate of decay of previous information and vice versa (West and Harrison 1997).

\(S_{t - 1}\) is expressed as

$$S_{t - 1} = \frac{{d_{t - 1} }}{{n_{t - 1} }}$$
(7)

The parameters \(m_{0}\),\(C_{0}\), \(n_{0}\), and \(d_{0}\) are to be supplied to the TVDM as the initial information for all the causal variables. The parameter values (henceforth m values) are updated through a system of equations till the development period. The target variable is obtained at every time step based on Eq. 4. Further, the m values are projected for the future period to obtain the target variable. The projection is carried out by considering the deterministic part (trend and periodicity) and stochastic part of the m values from development period. Once the future m values are projected, the target variable is downscaled from Eq. 4. The required causal variables are obtained from various scenarios (RCPs) of selected GCM. The procedure of updating m values, system of equations to update these m values, and their projection during the future period are presented in the following section.

Updating and projection of the parameter values (m values)

To update the parameters from the time step \(\left( {t - 1} \right)\) to \(t\), where \(t = 2,\,3,\,4,\,...\), N, the value of \(R_{t}\) (given in Eq. 6) is updated for next time step \(t\); to do so, the value of \(C_{t}\) should be known and is given as

$$C_{t} = {{R_{t} S_{t} } \mathord{\left/ {\vphantom {{R_{t} S_{t} } {Q_{t} }}} \right. \kern-0pt} {Q_{t} }}$$
(8)

Finally, the downscaled target variable at time step t is expressed in the form of Eq. (2) and the downscaled values are obtained using Eqs. (35).

The m values are updated through system of equations presented below.

$$m_{t} = m_{t - 1} + A_{t} e_{t}$$
(9)

where \(A_{t}\) is given as

$$A_{t} = x_{t} \times {{R_{t} } \mathord{\left/ {\vphantom {{R_{t} } {Q_{t} }}} \right. \kern-0pt} {Q_{t} }}$$
(10)
$$e_{t} = Y_{t} - F_{t}$$
(11)

For the next step, i.e., \(t + 1\), \(n_{t}\), and \(d_{t}\) are required to calculate \(Q_{t}\) using \(S_{t}\) (Eq. 7). These are expressed as:

$$n_{t} = n_{t - 1} + 1$$
(12)
$$d_{t} = d_{t - 1} + S_{t - 1} \times {{e_{t}^{2} } \mathord{\left/ {\vphantom {{e_{t}^{2} } {Q_{t} }}} \right. \kern-0pt} {Q_{t} }}$$
(13)

The m values, \(m_{t}^{p} \left( {t = 1,\,2, \cdots \,,n\,\;and\,\,p = 1, \cdots ,z} \right)\) develop over time for all the input variables.

Projection of m values for future period

The projection of m values is carried out by considering the deterministic part (trend and periodicity) and stochastic part of the m values from development period. The stochastic part is captured by means of auto-regressive (AR) model. Thus, the time series of historical m values is modeled as:

$$m_{t} = m_{t}^{{{\text{tr}}}} + m_{t}^{{{\text{pr}}}} + m_{t}^{{{\text{st}}}}$$
(14)

where \(m_{t}^{{{\text{tr}}}}\), \(m_{t}^{{{\text{pr}}}}\), and \(m_{t}^{{{\text{st}}}}\) represent the linear trend component, periodic component, and the stochastic component, respectively, of the m values at time t. The \(m_{t}^{{{\text{tr}}}}\) is given by

$$m_{t}^{{{\text{tr}}}} = p_{1} t + p_{2}$$
(15)

where \(p_{1}\) and \(p_{2}\) are the regression coefficients those are obtained by least square method taking time as the independent variable. The periodic component, i.e., \(m_{t}^{{{\text{pr}}}}\) is modeled after separation of trend from the m values time series.

The equation for \(m_{t}^{{{\text{pr}}}}\) is expressed as

$$m_{t}^{{{\text{pr}}}} (T) = A_{0} + \sum\limits_{k = 1}^{h} {\left[ {A_{k} \sin \left( {\frac{2\pi kT}{P}} \right) + B_{k} \cos \left( {\frac{2\pi kT}{P}} \right)} \right]}$$
(16)

where \(m_{t}^{{{\text{pr}}}} (T)\) is harmonically fitted means at period \(T\) (\(T\) = 1, 2,…. \(P\)) and \(P\) is base period, which is calculated from the periodogram of the detrended time series of m values which is given as

$$P = \frac{2 \times \pi }{w}$$
(17)

where \(w\) is the index value corresponding to the peak of the periodogram; \(A_{0}\) = mean of historical m values and is given as

$$A_{0} = \frac{1}{P}\sum\limits_{T = 1}^{P} {\left[ {X(T)} \right]}$$
(18)

where \(X(T)\) is the detrended m values; h is number of harmonics, which is expressed as

$$h = \left\{ {\begin{array}{*{20}c} {{P \mathord{\left/ {\vphantom {P 2}} \right. \kern-0pt} 2}\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,{\text{for even values of }}P \, } \\ {} \\ {{{\left( {P - 1} \right)} \mathord{\left/ {\vphantom {{\left( {P - 1} \right)} 2}} \right. \kern-0pt} 2}\,\,\,\,\,\,\,\,\,\,\,\,\,{\text{for odd values of }}P} \\ \end{array} } \right.$$
(19)

\(A_{k}\) and \(B_{k}\) are known as sine and cosine Fourier coefficients, respectively, and written as

$$A_{k} = \frac{2}{P}\sum\limits_{T = 1}^{P} {\left[ {X(T) \times \sin \left( {\frac{2\pi kT}{P}} \right)} \right]}$$
(20)
$$B_{k} = \frac{2}{P}\sum\limits_{T = 1}^{P} {\left[ {X(T) \times \cos \left( {\frac{2\pi kT}{P}} \right)} \right]}$$
(21)

where k = 1, 2,…, h.

The residual left (after take out of trend and periodicity) is modeled by an AR model. The AR(1) model is obtained to be sufficient from the autocorrelogram and partial autocorrelogram analyses. Thus, an AR(1) model is given by

$$m_{t}^{{{\text{st}}}} = b \times m_{t - 1}^{{{\text{st}}}} + m_{t}^{{\text{e}}} \,$$
(22)

where \(m_{t}^{{{\text{st}}}}\) is the modeled stochastic component, \(b\) is the coefficient of the AR(1) model fitted to the residuals, and \(m_{t}^{{\text{e}}}\) is the error at the tth time step. Since the error \(m_{t}^{{\text{e}}}\) is assumed to be normally distributed with a mean 0 and standard deviation \(\sigma_{{{\text{e}}_{t} }}\) the expected value of \(m_{t}^{{{\text{st}}}} \left( { = b \times m_{t - 1}^{{{\text{st}}}} } \right)\) is used in Eq. (14).

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Pichuka, S., Roulo, D. Dams and their safety under the extreme climate conditions: study of dams on Godavari River. Sustain. Water Resour. Manag. 10, 32 (2024). https://doi.org/10.1007/s40899-023-01018-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s40899-023-01018-7

Keywords

Navigation