Indian summer monsoon rainfall is strongly influenced by large-scale atmosphere-ocean oscillations including Pacific Decadal Oscillation (PDO), El Niño-Southern Oscillation (ENSO), and Indian Ocean Dipole (IOD). Researchers have shown that the negative phase of PDO or La Niña episodes of ENSO produce higher magnitude rainfall and hence relatively wetter years. So, it is imperative to have better knowledge of flood characteristics in the Indian watersheds for optimal planning and design of various infrastructure, and for optimal planning and management of reservoir operations. Traditionally, such information is estimated using flood frequency analysis (FFA), however the adequacy of traditionally accepted assumption that the annual peak flows are independent and identically distributed (i.i.d.) is questioned globally. This study evaluates the adequacy of this assumption in Godavari and Narmada River basins and assesses the influence of PDO, ENSO and IOD on flood characteristics. The results indicate that the flood characteristics at the majority of gauges are significantly influenced by these oscillations, higher magnitude floods are associated with negative episodes. A very few gauges are inversely related to these teleconnections, although statistically not significant. Overall, the signal of all the three teleconnections is found in the annual and seasonal floods in the majority of gauging stations.

  • Annual and seasonal peak flows in selected gauges indicate that flood characteristics are substantially influenced by PDO, ENSO or IOD.

  • Higher magnitude floods are more common during the negative phase of PDO or during the La Niña episode.

  • The results highlight the potential inadequacy of the i.i.d. assumption.

  • The knowledge of regional hydroclimate with regard to large-scale atmosphere-ocean oscillations should be considered.

In India, flooding is one of the three prominent climate extremes, the other two being droughts and cyclones (Bhattacharya & Das 2007). The majority of flooding in Indian watersheds occurs during summer monsoon months due to uneven distribution of rainfall. For example, the recent devastating floods in Kerala were in response to the abnormally high rainfall received within a short period of 3 days, i.e. from 15th to 17th August 2018 (e.g. Mishra et al. 2018). Approximately 80% of rainfall over the Indian subcontinent is received during the summer monsoon. Summer monsoon rainfall being the major source of water input to the Indian subcontinent, optimal design and operation of water resources infrastructure (e.g. major dams) is very much essential.

The Indian summer monsoon is substantially influenced by several low-frequency atmosphere-ocean oscillations including Pacific Decadal Oscillation (PDO), El Niño-Southern Oscillation (ENSO), Indian Ocean Dipole (IOD), Atlantic Multidecadal Oscillation (AMO), etc. (e.g. Walker 1933; Saji et al. 1999; Roy et al. 2003; Sajani et al. 2007; Krishnamurthy & Krishnamurthy 2013a, 2013b; Li et al. 2017; Saini et al. 2022). For example, Krishnamurthy & Krishnamurthy (2013a) identified that the warm phase of PDO is associated with the rainfall deficit over the Indian subcontinent, whereas the cool phase of PDO is associated with the rainfall excess. A similar relationship is identified between El Niño and La Niña episodes of ENSO pattern (e.g. Krishnamurthy & Krishnamurthy 2013a; Saini et al. 2022). Despite these studies on teleconnections and Indian summer monsoon rainfall (ISMR), there has been little work done on the influence of these teleconnections on annual mean and/or peak streamflow in the watersheds of the Indian subcontinent. Henceforth, this study explores the influence of such teleconnections, i.e. PDO, ENSO and IOD specifically, on the characteristics of annual floods (or annual peak flows) in the Godavari and Narmada River basins. Such information plays an important role in the optimal planning and design of various infrastructures, and informs adaptive management policy for better reservoir operations.

The existing knowledge of flood characteristics in the Indian watersheds is primarily based on the assumption of stationarity, i.e. the annual floods are independent and identically distributed (i.i.d.) or the system fluctuates within a fixed envelope of variability (e.g. Milly et al. 2008). However, this assumption is widely questioned across the globe and several studies indicate that this assumption is inadequate (e.g. Milly et al. 2008; Stedinger & Griffis 2008; Gurrapu et al. 2016; 2022). For example, Franks (2002) and Kiem et al. (2003) demonstrated that the frequency of floods in New South Wales, Australia is impacted by Inter-Decadal Pacific Oscillation (IPO) and ENSO. They suggest that annual peak flow data should be assessed as a function of the causal climatological factors that affect regional climates. In a similar study, Ward et al. (2014) determined that La Niña episodes produce higher annual floods compared with El Niño episodes in the majority of the river basins across the globe, whereas few basins show the opposite relation. In another study, Andrews et al. (2004) determine that El Niño episodes produced higher annual floods along the California coast, USA. In a more recent study, Gurrapu et al. (2016) demonstrated that the frequency of floods in the watersheds of western Canada is substantially impacted by a large-scale low-frequency PDO, where the negative phase of PDO produced higher magnitude floods and the positive phase of PDO produced relatively lesser magnitude floods. So, the existing know-how on the flood characteristics of the Indian watersheds becomes immaterial unless proven. Therefore, this study explores the relationships between annual floods in the selected watersheds and the large-scale low-frequency atmospheric oscillations including ENSO, PDO and IOD.

This study is motivated by the observation that such teleconnections are not yet a key ingredient in the planning and design of regional water resources and/or transportation infrastructure. This study is the first of its kind to evaluate the impact of these low frequency oscillations, which are known to substantially control the magnitude and frequency of ISMR, on the annual and seasonal, i.e. summer monsoon (southwest or SW) and winter (northeast or NE) monsoon peak flows in Godavari and Narmada River basins.

To evaluate the influence of the PDO, ENSO and IOD on annual or seasonal maximum daily streamflows, recorded daily streamflow data from 64 streamflow gauging stations (Figure 1 and Table 1) spread across Godavari (46 gauges) and Narmada (18 gauges) River basins were chosen. The Godavari River basin is an east flowing river draining into the Bay of Bengal and is spread across the states of Maharashtra, Madhya Pradesh, Chhattisgarh, Odisha, Andhra Pradesh, Telangana and Karnataka, whereas the Narmada River Basin is a west flowing river draining into the Arabian Sea and is spread across the states of Madhya Pradesh and Gujarat. All the selected gauging sites are operated and maintained by Central Water Commission (CWC) and the observed daily streamflow data is available from India-WRIS (India Water Resources Information Systems; https://indiawris.gov.in/wris/#/DataDownload) website for free. The selected gauging stations were chosen based on the available length of daily streamflow data, i.e. each station has at least 15 years of streamflow data, whether continuous or discontinuous. The gross drainage area of the selected sub-basins ranges between 787 and 3,07,800 km2.
Table 1

List of the 64 selected streamflow gauges in Godavari and Narmada basins from the IWRIS database, with their station codes, names, location and other important particulars

IDIWRIS IDStn IDStation nameLatitudeLongitudeCatchment areaTributary nameBasin nameStart yearEnd yearGauge type
AGU00D3 GPAC02 Pachegaon 19.53 74.83 5,800 Pravara Godavari 1979 2015 Regulated 
AG00059 GDHA03 Dhalegaon 19.23 76.36 30,840 Godavari Godavari 1965 2015 Regulated 
AG000R6 GGRB04 G.R. Bridge 19.02 76.73 33,934 Godavari Godavari 1976 2015 Regulated 
AGR00A5 GPUR05 Purna 19.18 77.01 15,000 Purna Godavari 1968 2015 Regulated 
AGP00N8 GSAI06 Saigaon 18.06 77.02 9,960 Manjira Godavari 1965 2015 Regulated 
AGH32R8 GKAN07 Kanergaon 19.96 77.15 3,515 Pranhitha Godavari 1991 2017 Natural 
AG000P3 GYEL09 Yelli 19.04 77.45 53,630 Godavari Godavari 1976 2015 Regulated 
AGP10F7 GBET10 Betmogra 18.71 77.54 2,105 Manjira Godavari 1997 2015 Natural 
AGP20F4 GDEG11 Degloor 18.56 77.58 1,900 Manjira Godavari 1984 2015 Regulated 
10 AGH35G0 GMAN12 Mangrul 20.19 77.99 2,500 Pranhitha Godavari 1992 2017 Natural 
11 AGH30Q1 GHIV13 Hivra 20.55 78.32 10,240 Pranhitha Godavari 1987 2017 Regulated 
12 AGM00G6 GGAN14 Gandlapet 18.8 78.44 1,360 Peddavagu Godavari 1986 2015 Natural 
13 AGH32D5 GPGB15 P.G. (Penganga) Bridge 19.82 78.57 18,441 Pranhitha Godavari 1965 2017 Regulated 
14 AGH3AF4 GNAN16 Nandgaon 20.52 78.8 4,580 Pranhitha Godavari 1986 2017 Regulated 
15 AGH4BQ3 GRAM17 Ramakona 21.72 78.82 2,500 Pranhitha Godavari 1986 2017 Natural 
16 AGH4BF6 GSAT18 Satrapur 21.22 79.23 11,100 Pranhitha Godavari 1984 2017 Regulated 
17 AGH30E2 GBAM19 Bamini (Balharsha) 19.81 79.38 46,020 Pranhitha Godavari 1965 2017 Regulated 
18 AG000J3 GMAN20 Mancherial 18.83 79.45 102,900 Godavari Godavari 1965 2015 Regulated 
19 AGH10L0 GBHA21 Bhatpalli 19.32 79.47 3,100 Pranhitha Godavari 1986 2017 Regulated 
20 AGH30B6 GSIR22 Sirpur 19.55 79.55 47,500 Pranhitha Godavari 1965 2015 Regulated 
21 AGHA1Q4 GRAJ23 Rajoli 20.05 79.71 1,900 Pranhitha Godavari 1986 2017 Natural 
22 AGR10C6 GZAR24 Zari 19.39 79.77 5,550 Purna Godavari 1986 2015 Natural 
23 AGH40A4 GASH25 Ashti 19.68 79.79 50,990 Pranhitha Godavari 1965 2017 Regulated 
24 AGI00C3 GSOM26 Somanpally 18.62 79.81 12,691 Maner Godavari 1964 2014 Regulated 
25 AGH40V3 GKEO27 Keolari 22.38 79.9 2,970 Pranhitha Godavari 1986 2017 Regulated 
26 AGH49I1 GSAL28 Salebardi 20.91 79.93 1,800 Pranhitha Godavari 1985 2017 Natural 
27 AGH00C4 GTEK29 Tekra 18.98 79.94 108,780 Pranhitha Godavari 1964 2017 Regulated 
28 AGH46D4 GWAI30 Wairagarh 20.42 80.08 2,600 Pranhitha Godavari 1992 2017 Natural 
29 AGH4MC3 GRAJ31 Rajegaon 21.62 80.25 5,380 Pranhitha Godavari 1985 2017 Regulated 
30 AGG00B5 GPAT32 Pathagudem 18.85 80.35 40,000 Indravathi Godavari 1965 2015 Regulated 
31 AG000G7 GPER33 Perur 18.55 80.39 268,200 Godavari Godavari 1965 2015 Regulated 
32 SANGAM GSAN35 Sangam 17.58 80.78 1,565 Murredu Godavari 1996 2014 Natural 
33 AGH40R6 GKUM37 Kumhari 21.88 81.17 8,070 Pranhitha Godavari 1986 2017 Regulated 
34 AGG60B1 GTUM38 Tumnar 19.01 81.23 1,700 Indravathi Godavari 1989 2015 Natural 
35 AGG00N7 GCHI39 Chindnar 19.08 81.3 17,270 Indravathi Godavari 1971 2015 Regulated 
36 AGC00C5 GKON40 Konta 17.82 81.39 19,550 Sabari Godavari 1964 2015 Regulated 
37 CHERRIBEDA GCHE41 Cherribeda 19.64 81.49 890 Indravathi Godavari 1996 2014 Natural 
38 AG000C3 GPOL43 Polavaram 17.24 81.65 307,800 Godavari Godavari 1965 2015 Regulated 
39 AGC90C8 GAMB45 Ambabal 19.29 81.79 1,968 Indravathi Godavari 1989 2015 Natural 
40 AGC20H2 GPOT46 Potteru 18.19 81.8 1,120 Sabari Godavari 1989 2015 Regulated 
41 AGG91F2 GSON47 Sonarpal 19.27 81.88 1,523 Markandi Godavari 1989 2015 Natural 
42 AGG00R9 GJAG48 Jagdalpur 19.11 82.02 7,380 Indravathi Godavari 1964 2015 Regulated 
43 AGC00N4 GSAR49 Saradaput 18.61 82.13 3,047 Sabari Godavari 1968 2015 Regulated 
44 KOSAGUMDA GKOS50 Kosagumda 19.28 82.23 1,635 Indravathi Godavari 1996 2014 Natural 
45 AGC40E9 GMUR51 Murthahandi 19.04 82.28  Indravathi Godavari 1979 2015 Regulated 
46 AGG00U7 GNOW52 Nowrangpur 19.2 82.53 3,445 Indravathi Godavari 1965 2015 Regulated 
47 10215001 NDIN01 Dindori 22.95 81.08 2,292 Narmada Narmada 1988 2016 Regulated 
48 10215004 NMOH02 Mohgaon 22.76 80.62 3,919 Burhner Narmada 1977 2016 Regulated 
49 10215002 NMAN03 Manot 22.74 80.51 4,667 Narmada Narmada 1976 2016 Regulated 
50 NCA SITE NBAM04 Bamni Banjar 22.48 80.38 1,864 Banjar Narmada 1972 2016 Natural 
51 10215009 NPAT05 Patan 23.31 79.66 3,950 Heran Narmada 1979 2016 Regulated 
52 10215010 NBEL06 Belkheri 22.93 79.34 1,508 Sher Narmada 1977 2016 Natural 
53 10215011 NBAR07 Barman at Narmada (Barmanghat) 23.03 79.02 26,453 Narmada Narmada 1971 2016 Regulated 
54 10215012 NGAD08 Gadarwara 22.93 78.79 2,270 Shakkar Narmada 1977 2016 Natural 
55 10215013 NSAN09 Sandia 22.92 78.35 33,953 Narmada Narmada 1978 2016 Regulated 
56 10215019 NHOS10 Hoshangabad 22.76 77.73 44,548 Narmada Narmada 1972 2016 Regulated 
57 10215020 NCHH11 Chhidgaon 22.4 77.31 1,729 Ganjal Narmada 1976 2016 Natural 
58 10215022 NHAN12 Handia 22.49 76.99 54,027 Narmada Narmada 1977 2016 Regulated 
59 10215025 NKOG13 Kogaon 22.1 75.68 3,919 Kundi Narmada 1972 2016 Regulated 
60 1021615026 NMAN14 Mandleshwar 22.17 75.66 72,809 Narmada Narmada 1971 2016 Regulated 
61 NCA DHULSAR NDHU15 Dhulsar 22021 74.85 787 Uri Narmada 1999 2016 Natural 
62 NCA PATI NPAT16 Pati 21.94 74.75 2,151 Goi Narmada 1999 2016 Natural 
63 10215030 NGAR17 Garudeshwar 21.89 73.65 87,892 Narmada Narmada 1972 2016 Regulated 
64 10215032 NCHA18 Chandwada 22.05 73.47 3,846 Orsang Narmada 1979 2015 Regulated 
IDIWRIS IDStn IDStation nameLatitudeLongitudeCatchment areaTributary nameBasin nameStart yearEnd yearGauge type
AGU00D3 GPAC02 Pachegaon 19.53 74.83 5,800 Pravara Godavari 1979 2015 Regulated 
AG00059 GDHA03 Dhalegaon 19.23 76.36 30,840 Godavari Godavari 1965 2015 Regulated 
AG000R6 GGRB04 G.R. Bridge 19.02 76.73 33,934 Godavari Godavari 1976 2015 Regulated 
AGR00A5 GPUR05 Purna 19.18 77.01 15,000 Purna Godavari 1968 2015 Regulated 
AGP00N8 GSAI06 Saigaon 18.06 77.02 9,960 Manjira Godavari 1965 2015 Regulated 
AGH32R8 GKAN07 Kanergaon 19.96 77.15 3,515 Pranhitha Godavari 1991 2017 Natural 
AG000P3 GYEL09 Yelli 19.04 77.45 53,630 Godavari Godavari 1976 2015 Regulated 
AGP10F7 GBET10 Betmogra 18.71 77.54 2,105 Manjira Godavari 1997 2015 Natural 
AGP20F4 GDEG11 Degloor 18.56 77.58 1,900 Manjira Godavari 1984 2015 Regulated 
10 AGH35G0 GMAN12 Mangrul 20.19 77.99 2,500 Pranhitha Godavari 1992 2017 Natural 
11 AGH30Q1 GHIV13 Hivra 20.55 78.32 10,240 Pranhitha Godavari 1987 2017 Regulated 
12 AGM00G6 GGAN14 Gandlapet 18.8 78.44 1,360 Peddavagu Godavari 1986 2015 Natural 
13 AGH32D5 GPGB15 P.G. (Penganga) Bridge 19.82 78.57 18,441 Pranhitha Godavari 1965 2017 Regulated 
14 AGH3AF4 GNAN16 Nandgaon 20.52 78.8 4,580 Pranhitha Godavari 1986 2017 Regulated 
15 AGH4BQ3 GRAM17 Ramakona 21.72 78.82 2,500 Pranhitha Godavari 1986 2017 Natural 
16 AGH4BF6 GSAT18 Satrapur 21.22 79.23 11,100 Pranhitha Godavari 1984 2017 Regulated 
17 AGH30E2 GBAM19 Bamini (Balharsha) 19.81 79.38 46,020 Pranhitha Godavari 1965 2017 Regulated 
18 AG000J3 GMAN20 Mancherial 18.83 79.45 102,900 Godavari Godavari 1965 2015 Regulated 
19 AGH10L0 GBHA21 Bhatpalli 19.32 79.47 3,100 Pranhitha Godavari 1986 2017 Regulated 
20 AGH30B6 GSIR22 Sirpur 19.55 79.55 47,500 Pranhitha Godavari 1965 2015 Regulated 
21 AGHA1Q4 GRAJ23 Rajoli 20.05 79.71 1,900 Pranhitha Godavari 1986 2017 Natural 
22 AGR10C6 GZAR24 Zari 19.39 79.77 5,550 Purna Godavari 1986 2015 Natural 
23 AGH40A4 GASH25 Ashti 19.68 79.79 50,990 Pranhitha Godavari 1965 2017 Regulated 
24 AGI00C3 GSOM26 Somanpally 18.62 79.81 12,691 Maner Godavari 1964 2014 Regulated 
25 AGH40V3 GKEO27 Keolari 22.38 79.9 2,970 Pranhitha Godavari 1986 2017 Regulated 
26 AGH49I1 GSAL28 Salebardi 20.91 79.93 1,800 Pranhitha Godavari 1985 2017 Natural 
27 AGH00C4 GTEK29 Tekra 18.98 79.94 108,780 Pranhitha Godavari 1964 2017 Regulated 
28 AGH46D4 GWAI30 Wairagarh 20.42 80.08 2,600 Pranhitha Godavari 1992 2017 Natural 
29 AGH4MC3 GRAJ31 Rajegaon 21.62 80.25 5,380 Pranhitha Godavari 1985 2017 Regulated 
30 AGG00B5 GPAT32 Pathagudem 18.85 80.35 40,000 Indravathi Godavari 1965 2015 Regulated 
31 AG000G7 GPER33 Perur 18.55 80.39 268,200 Godavari Godavari 1965 2015 Regulated 
32 SANGAM GSAN35 Sangam 17.58 80.78 1,565 Murredu Godavari 1996 2014 Natural 
33 AGH40R6 GKUM37 Kumhari 21.88 81.17 8,070 Pranhitha Godavari 1986 2017 Regulated 
34 AGG60B1 GTUM38 Tumnar 19.01 81.23 1,700 Indravathi Godavari 1989 2015 Natural 
35 AGG00N7 GCHI39 Chindnar 19.08 81.3 17,270 Indravathi Godavari 1971 2015 Regulated 
36 AGC00C5 GKON40 Konta 17.82 81.39 19,550 Sabari Godavari 1964 2015 Regulated 
37 CHERRIBEDA GCHE41 Cherribeda 19.64 81.49 890 Indravathi Godavari 1996 2014 Natural 
38 AG000C3 GPOL43 Polavaram 17.24 81.65 307,800 Godavari Godavari 1965 2015 Regulated 
39 AGC90C8 GAMB45 Ambabal 19.29 81.79 1,968 Indravathi Godavari 1989 2015 Natural 
40 AGC20H2 GPOT46 Potteru 18.19 81.8 1,120 Sabari Godavari 1989 2015 Regulated 
41 AGG91F2 GSON47 Sonarpal 19.27 81.88 1,523 Markandi Godavari 1989 2015 Natural 
42 AGG00R9 GJAG48 Jagdalpur 19.11 82.02 7,380 Indravathi Godavari 1964 2015 Regulated 
43 AGC00N4 GSAR49 Saradaput 18.61 82.13 3,047 Sabari Godavari 1968 2015 Regulated 
44 KOSAGUMDA GKOS50 Kosagumda 19.28 82.23 1,635 Indravathi Godavari 1996 2014 Natural 
45 AGC40E9 GMUR51 Murthahandi 19.04 82.28  Indravathi Godavari 1979 2015 Regulated 
46 AGG00U7 GNOW52 Nowrangpur 19.2 82.53 3,445 Indravathi Godavari 1965 2015 Regulated 
47 10215001 NDIN01 Dindori 22.95 81.08 2,292 Narmada Narmada 1988 2016 Regulated 
48 10215004 NMOH02 Mohgaon 22.76 80.62 3,919 Burhner Narmada 1977 2016 Regulated 
49 10215002 NMAN03 Manot 22.74 80.51 4,667 Narmada Narmada 1976 2016 Regulated 
50 NCA SITE NBAM04 Bamni Banjar 22.48 80.38 1,864 Banjar Narmada 1972 2016 Natural 
51 10215009 NPAT05 Patan 23.31 79.66 3,950 Heran Narmada 1979 2016 Regulated 
52 10215010 NBEL06 Belkheri 22.93 79.34 1,508 Sher Narmada 1977 2016 Natural 
53 10215011 NBAR07 Barman at Narmada (Barmanghat) 23.03 79.02 26,453 Narmada Narmada 1971 2016 Regulated 
54 10215012 NGAD08 Gadarwara 22.93 78.79 2,270 Shakkar Narmada 1977 2016 Natural 
55 10215013 NSAN09 Sandia 22.92 78.35 33,953 Narmada Narmada 1978 2016 Regulated 
56 10215019 NHOS10 Hoshangabad 22.76 77.73 44,548 Narmada Narmada 1972 2016 Regulated 
57 10215020 NCHH11 Chhidgaon 22.4 77.31 1,729 Ganjal Narmada 1976 2016 Natural 
58 10215022 NHAN12 Handia 22.49 76.99 54,027 Narmada Narmada 1977 2016 Regulated 
59 10215025 NKOG13 Kogaon 22.1 75.68 3,919 Kundi Narmada 1972 2016 Regulated 
60 1021615026 NMAN14 Mandleshwar 22.17 75.66 72,809 Narmada Narmada 1971 2016 Regulated 
61 NCA DHULSAR NDHU15 Dhulsar 22021 74.85 787 Uri Narmada 1999 2016 Natural 
62 NCA PATI NPAT16 Pati 21.94 74.75 2,151 Goi Narmada 1999 2016 Natural 
63 10215030 NGAR17 Garudeshwar 21.89 73.65 87,892 Narmada Narmada 1972 2016 Regulated 
64 10215032 NCHA18 Chandwada 22.05 73.47 3,846 Orsang Narmada 1979 2015 Regulated 
Figure 1

Locations of all the selected streamflow gauging stations from (a) Godavari and (b) Narmada River basins. The numbers given are associated with the ID column of Table 1, which provide the details of each gauging station.

Figure 1

Locations of all the selected streamflow gauging stations from (a) Godavari and (b) Narmada River basins. The numbers given are associated with the ID column of Table 1, which provide the details of each gauging station.

Close modal

Annual peak flow in Godavari and Narmada Rivers typically occurs during the southwest (i.e. during June–September) and/or northeast (i.e. during October–December) monsoon seasons, from the high magnitude and/or high intensity rainfall. The time series of annual peak flows, the maximum of the daily streamflow recorded during a water year starting from 1st June and ending on 31st May of the following year, at each station are extracted from the daily averaged streamflow records. In addition, the time series of seasonal peak flows, i.e. from 1st June to 30th September for SW monsoon and from 1st October to 31st December for NW monsoon, are extracted for each station. At each gauging site, peak flows for any given year or season are extracted from all the available data, regardless of the missing data. Any year or season with missing daily streamflow data or with a ‘0’ mean streamflow is discarded and is not used in the analysis. Details of the selected streamflow gauging stations and the recorded daily streamflow data for all the selected gauging stations are downloaded freely from the India-WRIS website (https://indiawris.gov.in/wris/#/DataDownload).

The magnitude of PDO is quantified by several institutes from across the world and in this study, PDO indices from the Joint Institute for the Study of Atmosphere and Ocean (JISAO), University of Washington (http://jisao.washington.edu/pdo/) (Mantua et al. 1997), were used. To analyze the influence of PDO on annual peak flows, June–December (summer and winter monsoon seasons together) monthly averaged PDO index (PDOJun_Dec) was used. Similarly, to analyze the influence of PDO on seasonal peak flows, June to September monthly averaged PDO index (PDOJJAS) for SW monsoon and October to December monthly averaged PDO index (PDOOND) were used. The temporal variability of PDOJun_Dec and the JISAO defined phases of PDO can be seen in Figure 2. In this study, the influence of PDO on annual and/or seasonal peak flows was analyzed based on the magnitude of the PDO index, by categorizing them into positive (threshold value = 0.5) and negative (threshold value = −0.5) episodes of PDO. To do so, for example, the annual peak flow series at each station are stratified as the basin's hydrological response to positive (PDOJun_Dec ≥ 0.5) and negative (PDOJun_Dec ≤ −0.5) episodes of the PDO (e.g. Gurrapu et al. 2016).
Figure 2

Variability in the Pacific Decadal Oscillation (PDO) as represented by the June to December averaged PDO index (PDOJun_Dec) for the period 1900–2013, together with the thresholds (dotted lines), beyond which the PDO is considered to be strong.

Figure 2

Variability in the Pacific Decadal Oscillation (PDO) as represented by the June to December averaged PDO index (PDOJun_Dec) for the period 1900–2013, together with the thresholds (dotted lines), beyond which the PDO is considered to be strong.

Close modal
In order to directly compare the results from the low-frequency PDO to those from the higher-frequency ENSO, its influence on annual peak streamflow is also analyzed. ENSO is quantified in several ways by various institutes across the globe. In this study, the Oceanic Niño Index (ONI) is used to categorize the ENSO events (National Oceanic and Atmospheric Administration, NOAA, https://psl.noaa.gov/data/correlation/oni.data). In this study, June to December monthly averaged ENSO index (ONIJun_Dec) is used to evaluate the influence on annual peak flows, June to September monthly averaged index (ONIJJAS) for SW monsoon, and October to December monthly averaged index (ONIOND) for the NE monsoon seasonal peak flows. The temporal variability of ONIJun_Dec over the past century can be seen in Figure 3. Using ONIJun_Dec, the annual peak flow series at each of the selected gauging stations are stratified as responses to El Niño (ONIJun_Dec ≥ 0.5) and La Niña (ONIJun_Dec ≤ −0.5) episodes of ENSO (Figure 3).
Figure 3

Variability in the El Niño-Southern Oscillation (ENSO) as represented by the June to December monthly averaged Oceanic Niño Index (ONIJun_Dec) for the period 1950–2013, together with the lower and upper limits for categorizing into El Niño and La Niña episodes.

Figure 3

Variability in the El Niño-Southern Oscillation (ENSO) as represented by the June to December monthly averaged Oceanic Niño Index (ONIJun_Dec) for the period 1950–2013, together with the lower and upper limits for categorizing into El Niño and La Niña episodes.

Close modal

In addition to these two indices, the influence of the IOD is also evaluated. Sustained changes in the difference between sea surface temperatures of the tropical western and eastern Indian Ocean are known as IOD; more details of this oscillation are available at www.bom.gov.au/climate/iod/. IOD is quantified by Dipole Mode Index (DMI; Saji et al. 1999) and is freely available from Earth Systems Research Laboratory (ESRL), National Oceanic and Atmospheric Administration (NOAA), USA. DMI is computed at a monthly timescale and in this study, June to December monthly averaged index (DMIJun_Dec) is used for annual floods, June to September monthly averaged index (DMIJJAS) for SW monsoon and October to December monthly averaged index (DMIOND) for NE monsoon seasonal peak flows. Using DMIJun_Dec, the annual peak flow series at each of the selected gauging stations are stratified as responses to positive (DMIJun_Dec ≥ 0.5) and negative (DMIJun_Dec ≤ −0.5) episodes of IOD.

The effect of large-scale teleconnections on maximum (annual and/or seasonal) flows in the Godavari and Narmada River basins is first analyzed by measuring the strength of correlation between them using non-parametric Spearman's correlation coefficient (ρ). Rank-based Spearman's correlation is a robust method with no prior assumption of a distribution-fit to the hydrological or meteorological data (Wilks 2006; Gurrapu et al. 2016). In this study, the correlation between the peak flows and each of the teleconnections, namely, PDO, ENSO (ONI) and IOD (DMI), at all the 64 gauging sites were computed and the correlation coefficient (Spearman's ρ) with p-value less than or equal to 0.1 is considered significant at a 90% confidence level (i.e. based on the two-tailed significance test with α = 0.05). The longest length of streamflow data enables the detection of the impact of teleconnections and so the full period of record was used in the analysis.

The effect of these teleconnections on the peak flows is further explored by stratifying the peak flow datasets according to the negative and positive episodes of PDO, ENSO and IOD and constructing quantile-quantile (Q-Q) plots. Q-Q plots are constructed based on the quantiles extracted from the stratified annual peak flow data (Helsel & Hirsch 2002; Gurrapu et al. 2016). The quantiles of the negative episodes (y-axis) are plotted against the quantiles of the positive episodes (x-axis) (i.e. for an individual point (xi, yi) of the plot, xi is the peak flow of the ith ranked flood of the positive episode, and yi is the peak flow of the ith ranked flood of the negative episode). The ratio of an ith ranked flood, i.e. ri = yi/xi, from both episodes gives an indication of the impact of the chosen teleconnection. If this ratio is approximately equal to 1, it may be assumed that the ith ranked flood in both episodes is identical, however, it indicates otherwise if the ratio is greater or lesser than 1. If ri < 1, it indicates that the ith ranked flood of the positive episode is higher than that of the negative episode and vice-versa. If the mean ratio R (Equation (1)) is approximately equal to 1 or if the points fall along the 1:1 line, the peak flow datasets may be assumed to be identically distributed or are sample datasets from the same population. In such a case, the peak flows at that gauging site are not affected by that specific teleconnection. The significance of the ratio, R was tested at α = 0.1 significance level, i.e. 90% confidence level, using a two-sided permutation test with 10,000 iterations (Manly 2007; Gurrapu et al. 2016).
(1)

Flood frequency curves fitted to the stratified peak flows help in investigating the impact of the teleconnections (e.g. Gurrapu et al. 2016). In this study, stratified peak flows were fit to a 3-parameter lognormal distribution (LN3) and 90% confidence intervals were constructed (USGS 1982). A clear separation between the flood frequency curves and non-overlapping confidence intervals indicate that the peak flows are not identically distributed (e.g. Franks & Kuczera 2002; Gurrapu et al. 2016). If there is a substantial overlap of the 90% confidence intervals, it may be assumed that the peak flows are i.i.d., however, the ratio of flood quantiles may indicate otherwise. Therefore, to further evaluate, the ratio of flood quantile of the negative episode to the flood quantile of the positive episode, termed as flood ratio (FR), is computed for selected return periods, 2-, 5-, 10-, 25-, 50- and 100-years (Franks & Kuczera 2002; Gurrapu et al. 2016). If the flood ratio is greater than 1 (FR > 1), it may be assumed that the higher magnitude floods are more common during the negative episodes of the teleconnection and vice-versa. While the flood ratio is computed in the same way for evaluating the influence of the ENSO, it is computed as the ratio of flood quantile from La Niña episodes to the quantiles from El Niño episodes to evaluate the effect of ENSO.

This study was motivated by the observation that the influence of low frequency oscillations upon flood risk is not yet a key ingredient in the planning and design of regional infrastructure, despite several studies showing the strong impact of these teleconnections on ISMR. The influence of low-frequency atmosphere-ocean oscillation was first evaluated using a rank-based Spearman's correlation coefficient (ρ) and its statistical significance (p-value) at a 90% confidence interval (α = 0.05). First, the peak (annual and seasonal) flows at each gauging station are standardized using Equation (2) and then their correlations with each of the PDO, ENSO and IOD indices are computed.
(2)
where is the standardized peak (annual or seasonal) streamflow for the year ‘i’, is the peak (annual or seasonal) streamflow for the year ‘i’, is the mean of the peak (annual or seasonal) flow series and is the standard deviation of the peak flow series.
Figure 4 presents the Spearman's correlations (Spearman's ρ) between NE monsoon seasonal peak flow (standardized; x-axis) and October to December averaged PDO (PDOOND; y-axis) in the selected gauging stations from (a) Godavari and (b) Narmada River basins. Eighteen out of 46 selected gauges (i.e. ≈39%) in the Godavari River basin show statistically significant correlations. In all these stations, the annual peaks are negatively correlated, indicating that the high magnitude floods are more common in the negative phase of PDO when compared to that of the positive phase. These results concur with the observations made by earlier researchers who indicate that the negative phase of PDO produces wet years, i.e. higher ISMR (e.g. Krishnamurthy & Krishnamurthy 2013a). The strength of correlations ranged between −0.25 and −0.5 at all these gauging sites, indicating that as much as 50% of the variability in NE monsoon seasonal peak streamflow can be explained by the low-frequency PDO. In contrast to the Godavari River basin, seasonal peak flow at selected gauging stations from the Narmada River basin does not show as many statistically significant correlations with PDO (Figure 4(b)). Only 2 out of 18 selected gauges show statistically significant correlations. NE monsoon seasonal peak flow at the Chidgaon station (Stn ID: NCHH11) and Garudeshwar (Stn ID: NGAR17) show a negative correlation, in concurrence with the correlations observed at the gauges of the Godavari River basin.
Figure 4

Rank-based Spearman correlations between NE monsoon seasonal peak flows (standardized; x-axis) and October to December averaged Pacific Decadal Oscillation indices (PDOOND;y-axis) in the selected gauges of (a) Godavari and (b) Narmada River basins. Statistically significant correlations are highlighted with a blue colored 1:1 line and the strength of the correlation is given in the bottom right corner. Station code is indicated in the top right corner and the length of data used is given in the top left corner. Please refer to the online version of this paper to see this figure in colour: https://dx.doi.org/10.2166/wcc.2023.302.

Figure 4

Rank-based Spearman correlations between NE monsoon seasonal peak flows (standardized; x-axis) and October to December averaged Pacific Decadal Oscillation indices (PDOOND;y-axis) in the selected gauges of (a) Godavari and (b) Narmada River basins. Statistically significant correlations are highlighted with a blue colored 1:1 line and the strength of the correlation is given in the bottom right corner. Station code is indicated in the top right corner and the length of data used is given in the top left corner. Please refer to the online version of this paper to see this figure in colour: https://dx.doi.org/10.2166/wcc.2023.302.

Close modal

The correlations between annual peak flows and June to December averaged PDO indices (PDOJun_Dec) and between SW monsoon seasonal peak flows and June to September averaged PDO indices (PDOJJAS) were also computed. Table 2 lists the strength of correlation (Spearman's ρ) between the standardized annual (WY) and seasonal (SW and NE monsoon) peak flows in the selected gauges and the indices of PDO, ENSO and IOD. The SW monsoon seasonal peak flows in seven gauging stations of the Godavari basin show statistically significant negative correlations with PDOJJAS, whereas no station from the Narmada basin shows a statistically significant correlation. The annual peak flows in nine gauging stations of the Godavari basin show statistically significant negative correlations with PDOJun_Dec, whereas only one station from the Narmada basin shows a statistically significant positive correlation with PDO. Annual peak flows at Bamni Banjar (Stn ID: NBAM04) show a positive correlation indicating that the positive episodes of PDO produced higher magnitude peak flows. Although it is generally agreed that the positive phase of PDO produces dry years and the negative phase produces wet years, these relationships deviate moderately along parts of central India, northeastern states, and western and eastern Ghats (Krishnamurthy & Krishnamurthy 2013a). Hence, the contrasting correlation at Bamni Banjar and a few other gauging stations showed a positive correlation, although statistically not significant.

Table 2

Rank-based Spearman correlations between standardized annual (WY), SW monsoon seasonal (SW), NE monsoon seasonal (NE) peak flows and the low-frequency atmosphere-ocean oscillations including Pacific Decadal Oscillation (PDO), El Niño-Southern Oscillation (ENSO) and Indian Ocean Dipole (IOD)

 
 

The statistically significant (α = 0.1) correlations are bolded, and the negative (positive) statistically significant correlations are shaded in blue (red).

In a similar manner, NE monsoon seasonal streamflow in 20 out of 46 gauging stations (≈43%) in the Godavari River basin shows statistically significant negative correlations, indicating that higher magnitude flows are more common during the La Niña episodes of ENSO (ONIOND < −0.5) (Table 2). The strength of Spearman's ρ correlation ranged between −0.30 and −0.56, indicating that as much as 56% of the variability in NE monsoon seasonal peak flows at these gauging stations can be explained by the ENSO pattern. Four out of 18 gauging stations (≈22%) from the Narmada River Basin show statistically significant correlations. In comparison, only a few gauging stations showed statistically significant correlations with annual and SW monsoon seasonal peak flows, i.e. 7 each for the Godavari River basin and none for the Narmada River basin. All these correlations are negative, indicating that higher magnitude floods have occurred during the La Niña episodes of ENSO.

The correlations between IOD and annual peak flows are statistically significant and negative in four gauging stations in the Godavari basin and none in the Narmada basin. Whereas the correlations between IOD and SW monsoon seasonal peak flow are statistically significant in five (four negative and one positive) gauging stations of Godavari and one (negative) in the Narmada basin. The signal of IOD is strongly seen in the NE monsoon seasonal peak flows, similar to the other teleconnections, 13 out of 46 gauging stations (28%) in the Godavari basin and 4 out of 18 stations (22%) in the Narmada basin show statistically significant negative correlations, indicating that higher magnitude floods are more common during the negative episodes of IOD. Overall, the NE monsoon seasonal peak flows indicate a strong signal of PDO, ENSO and IOD, and all these correlations indicate that higher magnitude floods are common during the negative episodes of these teleconnections (Table 2).

To further evaluate the influence of teleconnections on annual floods, Q-Q plots are constructed after stratifying the annual and seasonal peak flow as a response to the episodes (positive or negative) of each teleconnection. Figure 5 demonstrates, through Q-Q plots, the influence of PDO on NE monsoon seasonal peak flows in the selected gauging stations from across the Godavari River basin. These plots confirm that it is unlikely that the annual peak flows are identically distributed regardless of the strength of the PDO episode since there are few gauges where the quantiles fall along the 1:1 line. The Q-Q plots illustrate that higher magnitude flows are typically more common during the negative phase of PDO since the flood quantiles largely appear above the 1:1 line. The permutation tests show that this is a significant result (p < 0.1) for 17 out of the 39 records, i.e. more than 40% of the gauges indicate that the higher magnitude floods occurred in response to the negative PDO episodes (Figure 5). In the Narmada River basin, 4 out of 18 gauging stations show statistically significant relationships indicating that higher magnitude floods occurred in response to the negative PDO episodes. Overall, NE monsoon seasonal floods in 21 out of 64 gauging stations (≍33%) are higher in magnitude during the negative episodes of PDO (i.e. PDOOND ≤ −0.05) (Table 3).
Table 3

Negative (−ve) and positive (+ve) episodes of teleconnections, namely, PDO, ENSO and IOD, indicative of higher magnitude annual (WY), southwest monsoon seasonal (SW), northeast monsoon seasonal (NE) peak flows or floods

 
 

These relations are based on the statistically significant (α = 0.1) Q-Q plots, e.g. Figure 5. The symbol ‘–’ indicates a statistically insignificant Q-Q plot. The negative (positive) statistically significant correlations are shaded in blue (red).

Figure 5

Quantile-Quantile plots based on NE monsoon seasonal peak flows (m3/s) stratified according to the positive and negative episodes of Pacific Decadal Oscillations (PDO) for the selected streamflow gauging stations in the Godavari River basin. Shown in blue are the 1:1 lines. The station codes are shown in the upper left-hand corners, together with record length. Shown in the lower right corner are the statistical significance levels of the permutations test. NS indicates statistically not significant. Please refer to the online version of this paper to see this figure in colour: https://dx.doi.org/10.2166/wcc.2023.302.

Figure 5

Quantile-Quantile plots based on NE monsoon seasonal peak flows (m3/s) stratified according to the positive and negative episodes of Pacific Decadal Oscillations (PDO) for the selected streamflow gauging stations in the Godavari River basin. Shown in blue are the 1:1 lines. The station codes are shown in the upper left-hand corners, together with record length. Shown in the lower right corner are the statistical significance levels of the permutations test. NS indicates statistically not significant. Please refer to the online version of this paper to see this figure in colour: https://dx.doi.org/10.2166/wcc.2023.302.

Close modal

The Q-Q plots are also constructed to evaluate the relationships between the ENSO and IOD and annual and seasonal peak flows in all the selected gauging stations. These Q-Q plots were tested for statistical significance at a 90% confidence interval (α = 0.1), two-sided. Table 3 lists the negative (–ve) and positive (+ve) episodes of a teleconnection, i.e. PDO, ENSO and IOD, in which higher magnitude annual (WY) and/or seasonal (SW and NE) floods may be expected, based on the statistically significant Q-Q plots. In summary, 17 stations indicate higher magnitude annual floods, and 14 stations indicate higher magnitude SW monsoon seasonal floods in response to negative PDO episodes. On the contrary, one station indicates higher magnitude annual floods, and three stations indicate higher magnitude SW monsoon seasonal floods in response to the positive episodes of PDO. The ENSO signal indicates that 16 stations show higher magnitude annual floods, 25 stations show higher magnitude SW monsoon seasonal floods and 25 stations show higher magnitude NE monsoon seasonal floods in response to La Niña episodes. Similarly, four stations show higher magnitude annual floods, five stations show higher magnitude SW monsoon seasonal floods and 29 stations show higher magnitude floods in response to the negative episodes of the IOD. Only a few stations (≤7.5%) indicate that higher magnitude floods occur in response to positive episodes of these teleconnections. Overall, the NE monsoon seasonal floods show a clear signal of PDO (21 out of 64 or ≍33%), ENSO (25 out of 64 or ≍39%) and IOD (29 out of 64 or ≍45%), all indicating that higher magnitude floods occur in response to the negative episodes of these teleconnections (Table 3). These results are in agreement with the earlier observations made, i.e. negative episodes of these teleconnections produce wetter years (e.g. Krishnamurthy & Krishnamurthy 2013a; Saini et al. 2022).

To further evaluate, flood frequency curves are constructed to the stratified annual and seasonal peak flow data. Figure 6 presents the flood frequency curves for four gauging stations spread across the Godavari River basin, the curves fit the NE monsoon seasonal floods stratified based on the positive (red curves) and negative (blue curves) episodes of PDO. Three of the stations (a, c and d) are regulated and the other station (b) is located on the naturally flowing streams. All four stations clearly indicate that the hydrological response of the watershed in both phases of PDO is distinctly different. The flood frequency curves (red and blue) separate clearly indicating that the NE monsoon seasonal floods are not identically distributed. Also, there is clear evidence that higher magnitude floods are more common during the negative phase of PDO. Although not all the gauges show a clear separation of flood frequency curves, the majority of the gauges illustrate the influence of PDO on the distribution of seasonal peak flows. Irrespective of whether the flow gauging station is on a naturally flowing or on a regulated stream, the flood frequency curves show a clear signal of PDO. Similarly, the gauges of the Narmada River basin indicate a negative influence on the seasonal peak flows, i.e. higher magnitude flows during the negative phase of PDO and vice-versa (results not presented). Despite the overlap of confidence intervals for a few gauging stations, the flood frequency curves demonstrate that higher magnitude floods are commonly observed in response to the negative episodes of PDO. A similar separation in flood frequency curves is observed when analyzed for the annual and SW monsoon seasonal peak flows. Overall, the selected gauging stations indicate that annual and seasonal peak flows are substantially influenced by the phase of PDO.
Figure 6

3-Parameter Lognormal (LN3) flood frequency curves (solid lines) and their 90% confidence intervals (dashed lines) for the NE monsoon seasonal peak flows in selected gauges of the Godavari River basin, stratified according to negative (PDOOND ≤ −0.5) and positive (PDOOND ≥ 0.5) episodes of Pacific Decadal Oscillation (PDO). (a) Pachegaon, (b) Rajoli, (c) Bhatpalli and (d) Dhalegaon. Please refer to the online version of this paper to see this figure in colour: https://dx.doi.org/10.2166/wcc.2023.302.

Figure 6

3-Parameter Lognormal (LN3) flood frequency curves (solid lines) and their 90% confidence intervals (dashed lines) for the NE monsoon seasonal peak flows in selected gauges of the Godavari River basin, stratified according to negative (PDOOND ≤ −0.5) and positive (PDOOND ≥ 0.5) episodes of Pacific Decadal Oscillation (PDO). (a) Pachegaon, (b) Rajoli, (c) Bhatpalli and (d) Dhalegaon. Please refer to the online version of this paper to see this figure in colour: https://dx.doi.org/10.2166/wcc.2023.302.

Close modal
In a similar way, the influence of ENSO and IOD on flood frequency is also analyzed and in a majority of the gauging stations, the flood frequency curves separate. Figures 7(a) and 7(b) demonstrate the influence of ENSO on flood frequency and Figures 7(c) and 7(d) demonstrate the influence of IOD on flood frequency. The flood frequency curves fit the 3-parameter lognormal distribution along with 90% confidence intervals clearly indicating that there is a substantial difference between flood magnitude and frequency based on the phases (negative and positive) of ENSO and IOD at these gauging stations. These curves clearly indicate that the higher magnitude floods generally occurred during the negative episodes of ENSO and IOD.
Figure 7

3-Parameter Lognormal (LN3) flood frequency curves (solid lines) and their 90% confidence intervals (dashed lines) for the northeast monsoon seasonal (NE) peak flows in two selected gauges from the Godavari River basin, (a) P.G. (Penganga) Bridge, (b) Perur, stratified according to El Niño (ONIOND ≥ −0.5) and La Niña (ONIOND ≤ −0.5) episodes of El Niño-Southern Oscillation (ENSO) pattern and in two selected gauges from the Narmada River basin, (c) Garudeshwar and (d) Kogaon, stratified according to positive (DMIOND ≥ 0.1) and negative (DMIOND ≤ −0.1) episodes of Indian Ocean Dipole (IOD).

Figure 7

3-Parameter Lognormal (LN3) flood frequency curves (solid lines) and their 90% confidence intervals (dashed lines) for the northeast monsoon seasonal (NE) peak flows in two selected gauges from the Godavari River basin, (a) P.G. (Penganga) Bridge, (b) Perur, stratified according to El Niño (ONIOND ≥ −0.5) and La Niña (ONIOND ≤ −0.5) episodes of El Niño-Southern Oscillation (ENSO) pattern and in two selected gauges from the Narmada River basin, (c) Garudeshwar and (d) Kogaon, stratified according to positive (DMIOND ≥ 0.1) and negative (DMIOND ≤ −0.1) episodes of Indian Ocean Dipole (IOD).

Close modal
As only a few gauges show a clear separation of the flood frequency curves stratified based on the phases of low-frequency oscillations, flood ratio analysis is adopted to evaluate the regional impact of these oscillations. Using the flood quantiles estimated through flood frequency analysis (FFA), the flood ratio is computed for each gauging station at several return periods (Figure 8). If the peak flows are independent and identically distributed, at least 50% of the selected gauges would have a flood ratio (FR) ≤ 1. Figure 8(a) illustrates the histogram of flood ratios (at various return periods) of 46 gauges spread across the Godavari River basin to show the impact of IOD. This figure clearly indicates that the flood ratio is more than 1 in more than 70% of the gauges for all the return periods. For at least 40% of the selected gauges, this ratio is higher than 1.5, which is a very strong evidence of the impact of IOD. At return periods, 2 and 5, the flood ratio is greater than 1 in 100% of the gauging stations, a clear signal of IOD. Similarly, Figure 8(b) presents the histogram of flood ratios of 18 gauges spread across the Narmada River basin. This figure illustrates that more than 80% of the gauging stations show a flood ratio greater than 1, indicating that higher magnitude floods may be expected in response to the negative episodes of IOD. At return periods 2, 5 and 10, the flood ratio is much higher than 1 in 100% of the gauging stations, clear evidence of teleconnection. Both Figures 8(a) and 8(b) indicate that higher magnitude floods of NE monsoon season are common during the negative episodes of IOD in both basins.
Figure 8

Histogram of flood ratios (FR) for return periods between 2 and 100 years for the (a) 46 gauges spread across the Godavari River basin and (b) 18 gauges spread across the Narmada River basin. FR is the ratio of flood quantiles in negative and positive episodes of IOD, extracted after fitting the stratified northeast monsoon seasonal (NE) peak flow data to a 3-parameter lognormal distribution.

Figure 8

Histogram of flood ratios (FR) for return periods between 2 and 100 years for the (a) 46 gauges spread across the Godavari River basin and (b) 18 gauges spread across the Narmada River basin. FR is the ratio of flood quantiles in negative and positive episodes of IOD, extracted after fitting the stratified northeast monsoon seasonal (NE) peak flow data to a 3-parameter lognormal distribution.

Close modal

The regional influence of PDO and ENSO on annual and seasonal peak flows is also analyzed using the flood ratio approach, results not presented. The annual floods fail to show the signal of either of the teleconnections, i.e. PDO, ENSO or IOD, because the flood ratio is less than or equal to 1 in nearly 50% of the stations and is more than 1 in the other half, for most of the return periods. However, floods with higher frequency (i.e. RP = 2 or 5) indicate that higher magnitude floods are marginally higher during the negative episodes (FR > 1 in nearly 60% of the stations) of PDO and IOD. The regional influence of ENSO on annual peak flows in the gauges of the Narmada River basin is not distinctly seen using the flood ratio approach. In contrast, the influence of all these teleconnections is clearly seen on NE monsoon seasonal floods, indicating that higher magnitude floods are more common during the negative episodes of PDO, ENSO and IOD.

The return period or frequency of a flood event is one key piece of information required for adequate planning and design of water resources infrastructure and for effective management of available water. Traditionally, such information is obtained from FFA, which assumes that the annual peak flow series is independent and identically distributed (i.i.d). Almost all the FFA done in India invokes the assumption of i.i.d. and this study aimed to evaluate its competency in making estimates of the design flood. The results indicate that the annual and seasonal peak flows in the gauges spread across the Godavari and Narmada River basins indicate that their magnitude and frequency are substantially influenced by the phases of PDO, ENSO or IOD. In particular, the influence of these teleconnections is clearly seen on the seasonal, namely, northeast (NE) and southwest (SW) monsoon, peak flows. In the majority of the gauges, higher magnitude floods seem to be more common during the negative episodes of PDO, ENSO (La Niña) or IOD. In addition, the regional influence of these teleconnections is seen in the magnitude and frequency of seasonal peak flows using the flood ratio approach. The signal of these teleconnections is clearly seen in the seasonal floods of higher frequency (i.e. RP = 2, 5 and 10 years), where almost all the gauging stations indicate that the higher magnitude floods are common during negative episodes. Overall, the results from this study highlight the potential inadequacy of the i.i.d. assumption and are not tenable where the hydroclimatology is strongly influenced by the low-frequency atmosphere-ocean oscillations. These results are in agreement with the observations made by other researchers across the globe (e.g. Kwon et al. 2008; Stedinger & Griffis 2008, 2011; Lόpez & Francès 2013; Barros et al. 2014; Gurrapu et al. 2016). This is manifest in the Godavari and Narmada River basins in India and other parts across the globe including western Canada, California and eastern Australia (e.g. this study; Franks & Kuczera 2002; Ward et al. 2014; Gurrapu et al. 2016). The extent of this problem in other Indian watersheds remains to be explored. Any region with a strong teleconnection with such large-scale atmosphere-ocean oscillations may be subject to under- or over-estimation of the design flood. Therefore, the knowledge of the regional hydroclimate with regards to phases of the large-scale low-frequency atmosphere-ocean oscillations should be considered prior to estimating the design flood. Furthermore, the effect of other atmosphere-ocean oscillations, e.g. North Atlantic Oscillation (NAO), Arctic Oscillation (AO) and Atlantic Multi-Decadal Oscillation (AMO), on extreme hydrology of Indian watersheds needs to be explored.

All relevant data are available from an online repository or repositories.Streamflow: (https://indiawris.gov.in/wris/#/DataDownload). PDO: (http://jisao.washington.edu/pdo/) ENSO: (https://psl.noaa.gov/data/correlation/oni.data). IOD: (www.bom.gov.au/climate/iod/)

The authors declare there is no conflict.

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